Erection Manual
Content
STT293 塔式起重机
TOWER CRANE
一、塔机安装说明
I. ERECTION MANUAL
抚顺永茂建筑机械有限公司
Fushun Yongmao Construction Machinery Co. Ltd.
前 言
尊敬的用户：
感谢并欢迎您选用抚顺永茂建筑机械有限公司生产的
ST 系列塔式起重机。
在安装和使用本公司生产的 ST 系列塔机之前，请详细阅
读本说明书的有关内容。（说明书包括三个部分，即：一、塔
机安装说明；二、操作维护指南；三、产品配件手册）
如您在安装使用过程中遇到任何问题，请及时与我公司技
术部联系。
公司地址：辽宁省抚顺市顺城区瑗大路 3 号
电话：86-413-7648899 7649988 7648989
传真：86-413-7649999
随着国内外塔机技术的不断更新与改善，我们也会经常对
本公司的产品进行革新和改造。因此，本说明书所列的技术参
数如有更改，恕不另行通知。
本手册中详细介绍了 STT293 塔吊各部结构，安装、操作、维
护等用户使用所需资料。在您使用永茂公司生产的 STT293 塔
吊之前，请认真阅读该手册，若仍有不清之处，敬请与本公司
联系。
本公司向用户说明如下：
1、本公司产品保修期自塔吊出厂之日算起六个月。该塔
吊应按规定的工作级别使用。
2、在保修期内公司负责保修因制造缺陷损坏的零部件。
3、本公司不负责易损件的保修，但可提供更换服务。
4、因用户不按本手册中所述规程操作或不给塔机定期维
护和保养而造成塔机损坏及安全事故，本公司不负任何责任。
5、因电网电压不符合要求及自然灾害造成的零部件损坏，
责任自负。本公司可有偿提供配件及服务。
6、该塔吊工作环境温度：- 200C — 400C，最大工作风速
为 20m/s，工作级别：A3。
重要说明：寒冷地区（-20°C 以下）用户冬季施工请严格遵
守说明书中塔机工作环境要求，否则一切后果自负。
FORWARD
Dear Valued Customer:
It is highly appreciated and warmly welcome to your kind
purchase of ST series tower crane manufactured by Fushun
Yongmao Construction Machinery CO., Ltd.
Before your installation and operation of our company’s ST series
tower crane, do please read the relevant contents of this Operation
Manual carefully. (This Operation Manual is composed of three
parts: Ⅰ.Erection Manual; Ⅱ. Operation & Server Manual; Ⅲ.
Spare Parts Handbook).
Any
problem
occurred
during
the
installation
and
the
operation ,do please contact with our company’s Technical
Department without any hesitation.( Company Address: No.3
Yuanda Road, Shuncheng District, Fushun, liaoning, China,
Telephone No.: 86-413-7648899, Fax No.: 86-413-7649999)
With the continuous technical updating and product improvement
on tower crane both at home and abroad, we will innovate and
modify our product timely. Therefore, the technical specifications
listed here in this Operation Manual is subject to modifications
without notice.
This Operation Manual has provided detailed instruction on each
and every parts and structures of STT293 tower crane including
instruction on the installation operation and maintenance of the
machine. It is strongly recommended that you should read this
Operation Manual carefully before using Yongmao’s STT293
tower crane. Please contact with us at any time if you encounter
any questions or problems concerning the machine.
Important Notice
1/The guaranteed period of our product is six month from the date
of delivery .The tower carne should be used strictly according to
the grade regulation of tower crane.
2/During the guaranteed period, our company will be responsible
for the damages occurred on the parts and components owing to
the manufacturing defects and workmanship.
3/Our company will not be responsible for the guarantee of the
easy-worn parts but will provide service on replacement.
4/Our company will not be responsible for the damages on the
tower crane caused by rude operation and neglect on periodical
maintenance.
5/Our company will not be responsible for the damages on the
parts and components caused by natural disaster and
unconformity with the requirement on electric power voltage.
6/The operation environmental temperature of the tower crane
is : -20°C～40°C; The Max. operating wind speed is 20m/s; and
the operation grade of the machine is A3.
Warning to End Users within cold Area (below 20°C)
All of the instructions and requirements stipulated in this
Operation Manual must be observed strictly if the machine is to
operate during winter time. Otherwise, all the loss and bad results
thus caused will be borne by the user.
STT293 TOWER CRANE OPERATION MANUAL
目
录
TABLE OF CONTENTS
第一部分
PART I.
安装使用说明
ERECTION MANUAL
第一章 塔机参数 TOWER CRANE PARAMETER·············· 1A-1
第二章 塔机总装 ERECTION ·················································· 2A-1
第三章 顶升 TELESCOPING··················································· 3A-1
第四章 投入使用 PUTTING INTO SERVICE ······················· 4A-1
第五章 拆塔 DISMANTLING··················································· 5A-1
附Attached： 1/
2/
3/
4/
固定基础Concrete blocks for fixing angles STT293-1
压重基础Concrete blocks for chassis ST6014-5
压重块Base ballast ST6014-3
配重块Counter-jib ballast T742719-1 T742719-2 T742719-3
STT293 TOWER CRANE OPERATION MANUAL
第二部分
PART II.
操作维护指南
OPERATION AND SERVICE
第一章 塔机参数 TOWER CRANE PARAMETER·············· 1B-1
第二章 塔机安全规则
THE SAFETY RULES OF THE CRANE··················· 2B-1
第三章 操作 OPERATION ························································· 3B-1
第四章 塔机的供电及电源原理图
ELECTRIC SUPPLY AND DIAGRAMS ··················· 4B-1
第五章 起升机构 HOISTING WINCH···································· 5B-1
第六章 回转机构 SLEWING MECHANISM ························· 6B-1
第七章 变幅机构 TROLLEYING WINCH····························· 7B-1
附 Attached: 电气图 Electric diagram
第八章 安全装置 SAFETY DEVICE ······································· 8B-1
第九章 液压系统 HYDRAULIC SYSTEM ····························· 9B-1
第十章 起重机械用钢丝绳安装检验规范
FIXING AND TESTING RULES FOR ROPE··········· 10B-1
第十一章回转支承 SLEWING RING ······································· 11B-1
第十二章塔机保养 MAINTENANCE········································ 12B-1
STT293 TOWER CRANE OPERATION MANUAL
第三部分
PART III.
产品配件手册
SPARE PARTS HANDBOOK
一
固定脚 FIXING ANGLES ·················································· C-2
二
行走底架 TRAVELING BOGIE········································ C-3
三
底盘 CHASSIS ····································································· C-7
四
过渡节 7.5m BASIC MAST················································ C-9
五
标准节 MAST······································································· C-10
六
顶升套架 JACKING CAGE··············································· C-11
七
顶升机构 HOISTING WINCH ·········································· C-14
八 下回转支座 LOWER SLEWING SUPPORT ···················· C-15
九 上回转支座 UPPER SLEWING MECHANISM··············· C-17
十 司机室节 CAB MAST··························································· C-19
十一 塔头 CAT HEAD ······························································· C-21
十二 平衡臂 COUNTER JIB····················································· C-23
十三 排绳装置 ACCESSORIES ··············································· C-27
十四 提升装置 LIFTING DEVICE ·········································· C-28
十五 起重臂 JIB ·········································································· C-30
十六 变幅小车 TROLLEY ························································ C-35
十七 吊钩 PULLEY BLOCK ···················································· C-38
十八 起升机构 HOISTING WINCH ········································ C-40
十九 变幅机构 TROLLEY WINCH········································· C-52
二十 回转减速器 SLEWING REDUCER ······························· C-56
二十一 拉杆总成 CONNECTING ASSEMBLY ····················· C-59
STT293 TOWER CRANE ERECTION MANUAL
第一章
概述
CHAPTER I. General Instruction
一、性能表 Characteristics Table ···················································· 1A-2
二、场地准备 Preparing The Site·················································································1A-6
1、场地与空间 Space Requirements For Erection······································· 1A-6
2、轨道 Track······························································································· 1A-18
3、接地 Earthing ·························································································· 1A-31
三、固定脚基础 Concrete Blocks For Fixing Angles ························ 1A-33
1、准备条件 Preparation Conditions ··························································· 1A-33
2、地基承压力及基础选择
Ground Pressure And Choice of Concrete Blocks ··································· 1A-34
3、固定脚尺寸 Dimensional Characteristics Of The Fixing Angles············ 1A-35
4、安装固定脚 Fitting The Fixing Angles ··················································· 1A-36
5、固定脚基础 concrete blocks for fixing angles ········································ 1A-38
四、压重 Base Ballast ·····································································································1A-39
1、引言 Introduction ···················································································· 1A-39
2、压重构造 Ballast Block Details ······························································ 1A-40
五、配重 Counter-jib Ballast··························································································1A-42
1、引言 Introduction ···················································································· 1A-42
2、配重外形尺寸 Dimension Of Counter-jib Ballast ·································· 1A-43
六、附着 Anchorages To The Building··········································································1A-45
1、引言 Introduction ···················································································· 1A-45
2、说明 Instructions ····················································································· 1A-46
3、塔机及其附着 Crane Towers And Anchorages······································· 1A-47
4、安装附着框 Fitting The Anchorage Frame ············································· 1A-49
1A-1
STT293 TOWER CRANE ERECTION MANUAL
一、性能表 Characteristics Table
2 0 .2 m
7 6 .0 m
18t
74m
3.6m
3 .5 m
18t
2 .7 t
70m
64m
60m
54m
40m
3 .7 t
4 .0 t
4 .6 t
50m
44m
3 .0 t
5 .3 t
7 .0 t
8 .0 t
6x6m
Fig.1-1-1a
Table 1-1-1a
R
74
70
64
60
54
50
44
40
倍率
Fall
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
R(max)
m
14.3
25.9
14.6
26.7
15.7
29.1
15.6
29.1
15.7
29.6
16.3
31.0
18.2
35.0
18.5
35.9
C(max)
t
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
30
34
40
44
50
54
60
64
70
74
7016
7660
7420
7920
8300
8800
8300
8800
8400
8900
8600
9000
10100
9000
10350
9000
6160
6660
6390
6890
7080
7580
7360
7860
7230
7730
7640
8140
8750
9000
9000
9000
5050
5550
5250
5750
5830
6330
5840
6340
5950
6450
6300
6800
7280
7780
7500
8000
4480
4980
4660
5160
5190
5690
5200
5700
5300
5800
5620
6120
6500
7000
3800
4300
3960
4460
4420
4920
4430
4930
4520
5020
4800
5300
3430
3930
3580
4080
4010
4510
4020
4520
4100
4600
2980
3480
3110
3610
3490
3990
3500
4000
2720
3220
2840
3340
3200
3700
2390
2890
2500
3000
2200
2700
1A-2
STT293 TOWER CRANE ERECTION MANUAL
H
209.65m
H(m)
19 64.15
18 61.15
17 58.15
16 55.15
15 52.15
14 49.15
13 46.15
12 43.15
11 40.15
10 37.15
9 34.15
8 31.15
2x2m 7 28.15
L69B1 6 25.15
5 22.15
4 19.15
3 16.15
2 13.15
1 10.15
H(m)
49.1m
57
56
55
54
53
52
57
56
55
54
157.5m
53
52
45
44
43
42
41
40
45
44
43
121.5m 42
41
40
45
44
43
42
41
40
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
20
2.0x2.0m 19
18
L69B1 17
16
21
20
19
49.5m 18
17
16
21
20
19
18
49.5m
17
16
21
20
19
18
49.5m
17
16
21
20
19
18
17
16
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
H
137.65m
H
101.65m
2x2m
L69B1
3m
H
62.65m
3m
1.5m
3m
69
68
67
66
65
64
H
173.65m
3m
20 62.65
19 59.65
18 56.65
17 53.65
16 50.65
15 47.65
14 44.65
13 41.65
12 38.65
11 35.65
10 32.65
9 29.65
8 26.65
2x2m 7 23.65
L69B1 6 20.65
5 17.65
4 14.65
3 11.65
2 8.65
1 5.65
H
H(m)
6x6m
图 1-1-2a
F2
F3
表 1-1-2a
F1
F2
F3
195t
122t
191t
187t
F1
105t
117t
工作状态支反力
Reaction in service
103t
117t
非工作状态支反力
整机自由高度重量 （不含平衡重及压重重量）
reaction out of service
weight for free height (not include weight of
counterweight and weight of blocks)
塔机机构主要性能参数 Mechanisms Specifications
Table 1-1-3a
名称
Name
机构代号
code
提升
Hoisting
75LFV45
变幅
Trolleying
回转
Slewing
18t
m/min
t
m/min
t
0—38
0—46
0—76
9.0
6.0
3.0
0—19
0—23
0—38
18.0
12.0
6.0
Kw
550m
>550m*
75
7.5DFV08
0→69
7.5
RTC290
0—0.8 rpm
2 x 145N.m
YMD100
0—0.8 rpm
2x10.5
*此种情况同制造厂协商 Consult us
1A-3
STT293 TOWER CRANE ERECTION MANUAL
2 0 .2 m
7 6 .0 m
74m
12t
3.6m
12t
3 .5 m
2 .7 t
70m
64m
60m
54m
40m
3 .7 t
4 .0 t
4 .6 t
50m
44m
3 .0 t
5 .3 t
6 .5 t
7 .5 t
6x6m
Fig. 1-1-1b
Table1-1-1b
R
74
70
64
60
54
50
44
40
倍率
R(max)
m
C(max)
t
30
34
40
44
50
54
60
64
70
74
Ⅳ
20.2
12.0
7500
6160
5045
4480
3800
3430
2975
2720
2390
2200
Ⅱ
37.3
6.0
6000
6000
5545
4980
4300
3930
3475
3220
2890
2700
Ⅳ
20.7
12.0
7720
6390
5245
4655
3955
3575
3105
2840
2500
Ⅱ
38.5
6.0
6000
6000
5745
5155
4455
4075
3605
3340
3000
Ⅳ
22.3
12.0
8430
7245
5830
5185
4420
4005
3490
3200
Ⅱ
41.9
6.0
6000
6000
6000
5685
4920
4505
3990
3700
Ⅳ
22.1
12.0
8370
7195
5840
5195
4430
4015
3500
Ⅱ
42.0
6.0
6000
6000
6000
5695
4930
4515
4000
Ⅳ
22.3
12.0
8460
7275
5950
5300
4020
4100
Ⅱ
42.7
6.0
6000
6000
6000
5800
5020
4600
Ⅳ
23.2
12.0
8880
7645
6265
5620
4800
Ⅱ
44.8
6.0
6000
6000
6000
6000
5300
Ⅳ
25.9
12.0
10100
8715
7170
6500
Ⅱ
44.0
6.0
6000
6000
6000
6000
Ⅳ
26.4
12.0
10345
8930
7500
Ⅱ
40..0
6.0
6000
6000
6000
1A-4
STT293 TOWER CRANE ERECTION MANUAL
H
209.65m
H(m)
H
173.65m
57
56
55
54
157.5m
53
52
45
44
43
42
41
40
45
44
43
121.5m 42
41
40
45
44
43
42
41
40
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
20
2.0x2.0m 19
18
L69B1 17
16
21
20
19
49.5m 18
17
16
21
20
19
18
49.5m
17
16
21
20
19
18
49.5m
17
16
21
20
19
18
17
16
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
H
101.65m
H
62.65m
3m
6x6m
F2
F3
69
68
67
66
65
64
57
56
55
54
53
52
H
137.65m
3m
3m
19 64.15
18 61.15
H(m)
17 58.15
49.7m
16 55.15
15 52.15
14 49.15
13 46.15
12 43.15
11 40.15
10 37.15 2x2m
9 34.15 L69B1
8 31.15
2x2m 7 28.15
L69B1 6 25.15
5 22.15
4 19.15
3 16.15
2 13.15
1 10.15
1.5m
3m
20 62.65
19 59.65
18 56.65
17 53.65
16 50.65
15 47.65
14 44.65
13 41.65
12 38.65
11 35.65
10 32.65
9 29.65
8 26.65
2x2m 7 23.65
L69B1 6 20.65
5 17.65
4 14.65
3 11.65
2 8.65
1 5.65
H
H(m)
Fig.1-1-2b
F1
Table 1-1-2b
F2
195t
191t
F3
122t
187t
F1
105t
117t
工作状态支反力
103t
117t
非工作状态支反力
整机自由高度重量 （不含平衡重及压重重量）
塔机机构主要性能参数 Mechanisms Specifications
名称
Name
机构代号
Code
提升
Hoisting
55LFV30
变幅
Trolleying
回转
Slewing
12t
m/min
t
m/min
t
0—44
0—53
0—88
6.0
4.5
1.5
0—22
0—27
0—44
12.0
9.0
3.0
Kw
570m
>570m*
55
DTC185
0→68
185N.m
RTC290
0—0.8 rpm
2x 145N.m
YMD100
0—0.8 rpm
2x10.5
* 此种情况同制造厂协商 Consult us
1A-5
STT293 TOWER CRANE ERECTION MANUAL
二、 场地准备
1、 场地与空间
1）说明
本部分载有塔机的空间要求尺寸。
它由两部分组成：
1.1) 标有主要尺寸的整体塔机简图。
1.2) 塔机各主要部件尺寸及重量
以上所给尺寸较详细，可保证立塔精确无误。
注：所给尺寸只是理论上的尺寸，并没有考虑有无载荷时的变形因素。
Ⅱ．PREPARING THE SITE
1． SPACE REQUIREMENTS FOR ERECTION
1)
Introductions
This brochure contains the dimensions for the space requirements of the crane.
It is composed of two groups:
1.1) The general crane layout with the main dimensions
1.2) The crane is represented in three parts:
a) Fixing angles and chassis
b) Mast tower
c) Cathead
The dimensions are detailed in such a way that the setting up of the machine can be
prepared in a more precise and complete manner.
ATTENTION: The indicated dimensions being theoretical, especially they do not
take into account the deformations without load or with load.
1A-6
STT293 TOWER CRANE ERECTION MANUAL
2）整机 COMPLETE CRANE
19.2m
74.0m
2.1m
18
19
17
16
11
9
8
10
6
7
15
13
12
14
5
2.0x2.0x3.0m
2
2.0x2.0x3.0m
3
1
4
6x6m
图 1-2-1
序号
NO.
1
2
3
4
名称
Name
序号
NO.
固定脚（固定式）Fixing angle
压重架（压重式或行走式）
Base ballast support (base ballast or
traveling)
压重（压重式或行走式,用户自备）
Base ballast (base ballast or
traveling prepare by user)
行 走 台 车 （ 行 走 式 ） Traveling
bogie(traveling)
名称
Name
11
塔头 Tower head
12
臂架 Jib
13
变幅机构 Trolley mechanism
14
变幅小车 Trolley
5
标准节 Mast section
15
吊钩总成 Hook assy.
6
顶升套架 Telescoping cage
16
平衡臂 Counter jib
7
顶升机构 Telescoping mechanism
17
提升机构 Hoisting mechanism
8
下回转 Lower slewing
18
电控系统 Electric control system
9
上回转 Upper slewing
19
平衡重（用户自备）Counterweight
(Prepare by user)
1A-7
STT293 TOWER CRANE ERECTION MANUAL
3）主要部件尺寸及重量 Dimension and weight
2045
a,固定脚 FIXING ANGLES
40
0
4x235kg
400
图 1-2-2
1150
b,行走台车（含机构）Traveling bogie (include outfit)
11
70
4x610kg
1050
Fig 1-2-3
1A-8
STT293 TOWER CRANE ERECTION MANUAL
c, 压重底架 Base ballast chassis
7248
3190
3690
4340
6000
3690
3190
12372kg
6000
7160
注：重量不含压重块及行走台车
Note: weight not include base ballast blocks and traveling bogie
底架纵梁
Side member for chassis
6900
基础节
Basic mast
3600kg
2500
2402kg
168kg
2480
710
640
1150
2X1452kg
水平撑杆
Strut tie
240
底架横梁
Cross beam for chassis
240
7140
斜撑杆
Diagonal strut
2440
518kg
梯子
ladder
332
40kg
4445
Fig1-2-4
1A-9
370
3140
349
3800
2500
STT293 TOWER CRANE ERECTION MANUAL
d, 塔身 Mast
20
00
3305
1906kg
2000
联接角钢
Connect angle iron
4x425kg
休息平台
Resting platform
42
2
1420
77kg
72
4
10
0
100
3300
2x21kg
1038
塔节片 mast section
1950
1950
梯子（两环）ladder
梯子（四环）ladder
31kg
71
71
6
6
3050
3050
29kg
849
梯子架 ladder support
849
Fig 1-2-5
1A-10
3kg
STT293 TOWER CRANE ERECTION MANUAL
e, 顶升套架 Telescoping cage
43
00
7260
5170kg
4044
顶升套架
Telescoping cage
套架前门
Front door
474kg
上部侧平台
Side platform
of upper
上部后平台
Rear platform
Of upper
110kg
80kg
3223kg
830
29
3
2710
29
3
862
20
2550
8
2861
3700
2216
24
66
7260
下部前平台
Front platform
Of lower
80kg
下部侧平台
Side platform
Of lower
110kg
下部后平台
Rear platform of
lower
2710
4300
5kg
210
2216
Fig.1-2-6
1A-11
29
3
924
29
1000
24
9
400
2520
14kg
工艺支杆
Safty stud
梯子
Ladder
5100
172kg
支杆
Stud
106
支梁
Support
862
930
29
3
3
2710
85kg
331
53kg
STT293 TOWER CRANE ERECTION MANUAL
f, 回转总成 Slewing assy.
2500
24
9
4
2247
7154kg
下回转 Lower slewing
上回转 Upper slewing
2453kg
21
60
24
94
1092
805
2884kg
2500
2494
引进梁 Monorail
引进小车 Trolley
129kg
84
6
351
32
0
545
131kg
2082
4425
Fig.1-2-7
1A-12
STT293 TOWER CRANE ERECTION MANUAL
5369
g,塔头 Cat head
28
87
4260kg
3530
司机室 Cabin
司机室平台 Platform
of cabin
1908
240kg
7
1427
700kg
13
00
2050
5369
3223kg
43
塔头节 Cathead2500
28
87
2942
平台 platform
上部梯子 upper ladder
590
100kg
下部梯子 lower ladder
16kg
1361
92
50
1992
30
0
1146
9kg
1970
上部梯子护罩 housing
支杆 Lnk
335
护栏 Grab rail
9kg
8kg
19kg
655
护栏 Grab rail
1008
1017
1
11
96
65
8
966
12kg
1113
1254
Fig.1-2-8
1A-13
1454
STT293 TOWER CRANE ERECTION MANUAL
h,臂架 Jib
2479
14
00
22000kg
74885
T2112-3 臂架 jib
T2112-4 臂架 jib
4059kg
3232kg
10351
2430
2480
10299
1400
T2112-5 臂架 jib
1400
T2112-6 臂架 jib
10259
2101kg
2600kg
T2112-7 臂架 jib
1770
1400
2350
2395
10231
1400
T2112-8 臂架 jib
1622kg
1240kg
10168
1730
1750
10223
1400
1400
1A-14
STT293 TOWER CRANE ERECTION MANUAL
T2112-9 臂架 jib
T2112-10 臂架 jib
958kg
315kg
4118
1715
1726
10158
1400
1400
臂端滑轮架 pulley support
110kg
383
603
T2112-11 臂端节 jib nose
775
1400
1180
724
163kg
臂尖拉杆 tie bar
滑轮架 pulley support
30kg
618
126
230
1676
Fig.1-2-9
1A-15
210
30kg
STT293 TOWER CRANE ERECTION MANUAL
i,变幅小车及吊钩 Trolley and hook
前车架 front trolley support
后车架 rear trolley support
369kg
1240
1240
342kg
1596
1866
1866
1596
维修吊栏 basket
紧绳搬手 spanner
9kg
1630
80
45kg
620
1173
600
前卡块 front lock
后卡块 rear lock
5kg
93
93
5kg
500
135
135
500
吊钩 hook
板钩 special hook
1767
140
32
0
1743
1130
555kg
Fig.1-2-10
1A-16
166
10kg
STT293 TOWER CRANE ERECTION MANUAL
j,平衡臂 Counter jib
T2116-2 平衡臂 counter jib
T2116-3 配重臂 counterweight jib
6243kg
3252kg
2551
2430
8351
2200
1700
护栏 grab rail
11516
护栏 grab rail
12kg
1000
1000
20kg
1674
3852
Fig.1-2-11
1A-17
STT293 TOWER CRANE ERECTION MANUAL
2. 轨道
1) 轨道选择
路轨尺寸必须适应下列要求：
轨道 ：
a) 轨距
b) 由塔机高度决定的台车轮压
轨距和最大台车轮压；
地面 ：
地面承压力均匀。
轨道类型 ：
混凝土轨枕轨道
木枕轨道
2.
TRACK
1)
CHOOSING THE TRACK
The track dimensions must correspond to the requirements imposed either by：
the material which determines
a)
the rail width
b)
a pressure per bogie depending on the working height of the crane.
The rail width and the maxi bogie pressure are shown on the following table and in
the data sheet.
or by the ground.
Homogeneity or non homogeneity of its pressure.
Types of tracks
Two types of tracks are possible, i,e：
·Track on concrete strips
·Track on wooden sleepers
1A-18
STT293 TOWER CRANE ERECTION MANUAL
2) 轨道铺设
所用轨道：
钢轨断面必须适于支撑行走轮，轨冠最大宽度为 70mm。应使用标准钢轨和
附件。
用户应根据不同的轨—枕联接方式，按最大水平力和垂直力选择钢轨其他断
面尺寸。
水平力大约为垂直力的 10%。
2) Track laying
RAIL TO BE USED：
The rail section must be suitable for the wheels it supports；Maximum head width
70mm.The best rail to use is one which is slightly worn as this has a good bearing
surface. It is preferable to use standardized material (rails and accessories) as shown
in the table below.
The user must choose the other dimensional characteristics of the rail according to
how latter will be connected to the concrete strips or to the broad flanged girder (HEB)
and according to the maximum vertical or horizontal reactions.
The horizontal reaction amounts to about 10% of the vertical reaction.
GoodSlightly worn rail
好—稍有磨损
(a)
New railPoor bearing surface
新轨—接触面小
(b)
Over worn rail
磨损太大
(c)
Fg.1-2-6
1A-19
Worn on one side
单侧磨损
(d)
STT293 TOWER CRANE ERECTION MANUAL
轨道应进行认真设计和铺设：
—纵向和横向完全水平。
—安装在坚硬的基础上。
—两轨平直，两轨平行。
—全长上使用同一型号的钢轨。
—至少在距轨端 1m 处，安装停止器。
—正确接地 (按本国标准考虑) 。
—立塔所需最短轨道长度见《立塔场地尺寸》部分。
轨道中间应填平到轨脚面高度，以便现场塔机正常行走。
(给出后面的图仅是作为一种说明，它们只用于承压力 20N/cm2 的均匀土壤。用
户负责铺设水平轨道，要求轨道能够承受最大台车反力而不引起局部下沉)
The track must be carefully designed and laid. It must be：
-perfectly horizontal ( longitudinally and transversely.)
-well bedded down on a solid base.
-perfectly straight and with the rails absolutely parallel.
-made up of the same type of rails throughout its length.
-fitted with rail stops placed at least 1m before the end sleeper.
-correctly earthed (according to the standards of the country considered).
-For the erection, 2 minimum length of track is required (see fig.《Site dimensions for
erection》).
-The center portion of the track must be banked up to the level of the rail foot so as to
ease the traveling of the site machines.
(The following drawings are given as an indication only. They exclusively apply to a
homogeneous soil with a resistance of at least 20N/cm2. The crane user is responsible
for the laying of the track which must be perfectly level and capable to take the
maximum bogie reaction of the machine without causing any local subsidence).
1A-20
STT293 TOWER CRANE ERECTION MANUAL
3）轨距 Track widths
底架所需轨距为 6.0m。
The track width depending on the chassis used is 6.0m.
6.0m
Fig.1-2-7
1A-21
STT293 TOWER CRANE ERECTION MANUAL
4）混凝土轨枕轨道
符号和说明
3
：钢筋数量
HA ：高强度螺纹钢筋（2 级或 2 级以上）
3 HA 10x1100 e ：15
10 ：钢筋直径 (mm)
1100 ：钢筋长度 (cm)
e
：间
L．B
：下层
L．H
：上层
Z．N
：中层部分
A．H．B
：上下钢筋的搭接
LR．＝
距 (cm)
45 t max ：纵向轨枕的垂直反力最大为 45 t 。
LR．55t—75t max ：纵向轨枕的垂直反力最大为 55 t 至 75 t。
P．R
：钢枕重量 (kg/m)
混凝土水泥比例
：350kg/m3
4) TRACKS ON CONCTETE STRIPS OR ON SLABS
3
Explanation and symbols (Examlpe)
：number of bars
HA ：round steel with high adherence
3 HA 10x1100 e ：15
10
：iron diameter in mm
1100 ：unit length of iron in cm
e
：spacing in cm
L．B
：lower layer
L．H
：upper layer
Z．N
：neutralized zone
A．H．B
：overlapping upper and lower steel
LR．＝
45 t max ：longitudinal sleeper for vertical reactions 45t max.
LR．55t—75t max ：longitudinal sleeper for vertical reactions from 55t to 75 max
P．R
：weight of rail per me tre in kg
Concrete proportioning: 350kg/m3
1A-22
STT293 TOWER CRANE ERECTION MANUAL
50
40
50
5x3HA16x1100
75
45
2x3HA10x1100
30
2nd L.B 5x3HA16x1100
1st L.B 5x3HA20x1100
5x3HA14x1100
70
140
70
70
252HA8 x 230
252HA8 x 195 35
18
252HA8 x 160
150HA10 x 195 20 135 20
e = 20x49
e = 20x49
e = 20x49
e = 12x83
e = 12x83
e = 12x83
50
50
50
50
50
10.00
10.00
50
10.00
30.00
225
225
A.H.B.
ZN
ZN
L．R = 75 t
P．R = 50kg
Fig.1-2-8
1A-23
100 t
STT293 TOWER CRANE ERECTION MANUAL
60
40
50
5x3HA14x1100
40
90
50
2x3HA10x1100
3rd L.B 2x3HA16x1100
2nd L.B 5x3HA20x1100
1st L.B 5x3HA20x1100
5x3HA14x1100
85
160
85
85
252HA8 x 260
252HA8 x 225 35
18
252HA8 x 190
150HA12 x 215 20 155 20
e = 20x49
e = 20x49
e = 20x49
e = 12x83
e = 12x83
e = 12x83
50
50
50
50
50
10.00
50
10.00
10.00
30.00
225
225
A.H.B.
ZN
ZN
L．R = 115 t
P．R = 54 kg
Fig.1-2-9
1A-24
130 t
STT293 TOWER CRANE ERECTION MANUAL
纵向轨枕间的连接梁
LONGITUDINAL SLEEPER CONNECTIONS
4
200
150
6
200
Fig. 1-2-10
非常重要 ：纵向轨枕中各连接梁的间距与轨距相同
VERY IMPORTANT ：The distance between longitudinal sleeper connections is
equal to the distance between centers of the track .
1A-25
STT293 TOWER CRANE ERECTION MANUAL
5）木枕轨道
说明与符号
铺设轨道用的部件应按支座反力 R 来确定
最大地基承压力 20N/cm2(在各种情况下)
R
：最大支座反力
t
HEB
：高度
mm
H．B
：路基高度
mm
P．R
：每米钢轨重量
kg
B
：杂木轨枕
P．C．C． ：夯实碴石
T．P．
40/60mm
：钢轨型号
5)RAILS ON TIMBER SLEEPERS
Explanation and symbols
The elements used for the track construction are determined in relation of the R
reaction.
Maximum ground pressure 20N/cm2 ( in all cases )
R
：Maximum reactions at t
HEB
：Height in mm
H．B
：Height of ballast in mm
P．R
：Weight of rail per meter in kg
B
：Oak sleepers
P．C．C． ：Compacted broken stones 40/60 in mm
T．P．
：Type of rail
1A-26
STT293 TOWER CRANE ERECTION MANUAL
6m
0.6m 0.6m
0.2mx0.2m
1m
B
12x100
1.2m
HEB
HB
PCC
1.6
m.
45°
11.5
20.5
320
HEB320
300
Fig. 1-2-11
Table
1-2-4
R
HEB
H．B
P．R
110t
320
350
50
100t
320
300
50
90t
320
250
50
1A-27
STT293 TOWER CRANE ERECTION MANUAL
6m
0.6m 0.6m
0.2mx0.2m
1m
B
12x100
1.2m
HEB
HB
PCC
1.6
m.
45°
Fig. 1-2-12
Table 1-2-5
R
HEB
H．B
P．R
130t
360
400
54
120t
360
350
54
110t
360
300
54
1A-28
STT293 TOWER CRANE ERECTION MANUAL
6）停止器
接近轨道终点的塔机必须在触及轨道停止器之前停止行走运动。
停止器的安装位置见图 1-2-13，它包括：
a/一个行走限位开关撞块
b/一个弹性缓冲器
c/一个焊固在钢轨上的挡块
上述停止器用户应特别认真地设计和装配，并定期检查以确保其正常使用。
限位开关撞块(a)的安装见本手册有关章节规定。检查撞块(a)是否与轨道平
行，以防行走限位开关滚轮离开撞块。用户自备停止器组件 a，b，c,并自行安装。
可以使用不同型号的缓冲器(b)夹持在轨道上。在选择停止器组件时应注意塔机
的重量(以确定缓冲能力)和缓冲器高度。缓冲器高度必须与街台车上的止动撞块
高度一致。
轨端挡块(c)须焊接在轨道上，间距适宜，以防塔机出轨。下面草图仅作一说明。
6) RAIL STOPS
WE remind you that the crane when approaching the track end must be stopped
before hitting the safety devices which are not working systems.
The three safety devices are fitted as indicated in the fig. 1-2-13.They consist of：
a/ a travel limit switch
b/ a sprung stop ( buffer )
c/ a fixed stop welded on the rail
The above devices are prescribed by the Safety Authorities and must be designed and
fitted with particular care . Periodically make sure that they are working correctly.
The mounting of system (a) is described in the relevant section of the handbook.
Check that the ramp (a) is parallel to the rail so that the limit switch roller does not
leave the ramp .
The supply and fixing of the devices ( a ) , ( b ) and ( c ) the responsibility of the user.
Different models for device (b) , clamped onto the rail, are available from specialized
suppliers. When choosing the appropriate devices , pay attention to the crane weight
( buffering capacity ) and the buffer height which must correspond to that of the stop
on the bogies .
Device (c) must be welded on the rail and have appropriate dimensions so as to
prevent the crane from running off the track. The following schematic drawing serves
as an indication only.
1A-29
STT293 TOWER CRANE ERECTION MANUAL
c
b
50
120
1m
a
轨道
m
-6
3m
按行走速度确定最小长度为 3m 或 6m
Minimum length 3m or 6m depending on the
traveling speed.
288
8
50
40
170
100
Fig. 1-2-13
1A-30
100
自由行走长度
Free traveling
length
STT293 TOWER CRANE ERECTION MANUAL
3． 接地 EARTHING
注意：塔机接地线不得采用保险丝或开关及电缆芯代替
ATTENTION：The earth circuit of the crane must neither include a fuse nor a
switch. The neutral wire on the supply cable is not connected to the earth.
有三种接地方式 ：There are three types of earthing:
A、接地体采用正规的接地桩，或φ33x4.5 长 1.5m 钢
管，或 L70x70 长 1.5m 的角钢。
Earth substance is made of normal earth stake, either use
φ33x4.5mm( length: 1.5m) tube or L70x70 length 1.5m
angle.
Fig. 1-2-14(a)
B、接地板用钢板或其他可延金属板制作，面积为 1m2，
立埋距地表面 1.5m 深处。
Earth plate made of sheet steel or stretched metal with an
area of 1m2, distance surface 1.5m to be buried vertically.
Fig. 1-2-14(b)
C、截面≥28 mm2 的铜导体或截面≥50 mm2 的铁导体
埋于线槽内，其埋入长度由地电阻情况确定。
Copper conductor with section ≥28 mm2 or iron
conductor with section ≥ 50 mm2, to be buried in shallow
trench extending over a long length depending on the
resistivity of the soil
Fig. 1-2-14(c)
在上述三种方式中，接地体引出铜导线截面积应≥25mm2，若土壤导电不良，可
在土中埋入氯化钠（食盐）然后灌水。 对于行走式塔机，每节钢轨间必须进行
电气连接，两段钢轨也应电气连接，接地电阻≤4Ω 。
In any case, the section of the copper conductor coming from earth substance should
be ≥25mm2. If the electric conduction of the soil is not good, sodium chloride
(common salt) might be buried in the earth, and pour into some water, for traveling
tower crane, each section of steel rail must be earthed. Link them by electrical joints.
The maximum earthing resistance is 4Ω.
1A-31
STT293 TOWER CRANE ERECTION MANUAL
C
C
AB
AB
Fig. 1-2-15
每根轨必须接地。轨道间应用导线连接。如图 1-2-16 (b) 和 1-2-16 (c)。
Each rail section must be earthed, link them by electrical joints. See Fig 1-2-16 (b)
and 1-2-16 (c).
A——接地棒 earth spike
B——接地板 earth plate
C——埋导线 buries wires
注 ：用螺栓连接的导线必须有一个端头。如图 1-2-16 (d) .
NOTE: the earth wires designed to be bolted in position must have a terminal tag
soldered to them
(a) 不好
Not well
(c) 好
well
(b) 好
well
(d)
Fig.1-2-16
1A-32
STT293 TOWER CRANE ERECTION MANUAL
三、固定脚基础
1、准备条件
A 用户自备
根据固定脚反力表 1-3-1，安装尺寸及其安装方法，可确定混凝土基础的尺寸和
加固措施。
表中所列的数值是满足塔机稳定性所需的最小值。
如用其他数据请与我们协商。
B 如何选用混凝土块基础
对于各种高度和各种型号塔机来说，最佳基础的选用取决于现场的地基承压
力，见表 1-3-2 。
对于任何高度的塔机，按等于或低于现场地基压力来选择基础。
安装固定脚 ：
固定脚安装不当会使塔机出现严重事故， ( 如塔身倾斜等 )。
固定脚的安装说明见“安装固定脚”
。
基础的制作：
本说明书给出的图纸可保证各种情况下所需的最大压力。
Ⅲ．CONCRETE BLOCKS FOR FIXING ANGLES
1. PREPARATION CONDITION
A·TO BE PREPARED BY THE CUSTOMER
The table of forces and stresses, the dimensional characteristics of the fixing angles,
the fittings of the fixing angles in Table 1-3-1 are necessary and adequate to determine
a concrete block’s dimensions and reinforcement.
FOR STABILITY REQUIREMENTS OF THE MACHINE, WE INSIST UPON
MINIMUM DIMENSIONS ON THE GROUND EQUAL TO THOSE OF THE
BLOCKS DESCRIBED IN THIS BROCHURE.
FOR ALL THE OTHER DIMENSIONS PLEASE CONSULT US WITHOUT
HESITATION.
1A-33
STT293 TOWER CRANE ERECTION MANUAL
2、地基承压力及基础选择 Ground pressure and concrete blocks
Mv
e=
Fh
h
Fv
M v + Fh ⋅ h b
≤
Fv + Fg
3
Fg
e
l
pB =
b
扭矩（kNm）
Torque
塔机重量 (kN)
Crane weight
臂长(m)
Jib length
混凝土块型号
Types of concrete blocks
工作状态
In service
偏心距(m)
Linear eccentricity
地耐力(kN/m2)
Ground pressure
Mt：
Fv：
L：
YM:
ES：
e：
pB：
H
(m)
n
74
70
64
Mv：
Fh：
n：
Fg：
HS：
b：
[pB]：
2( Fv + Fg )
≤ [ pB ]
3bl
倾翻力矩 (kNm)
Over turning moment
水平力 (kN)
Horizontal force
标准节数量（固定式）
NO. of mast section (stationary)
基础重量(kN)
Concrete block weight
非工作状态
Out of service
基础尺寸(m)
Dimension of concrete blocks
许用地耐力(kN/m2)
Permissible ground pressure
Table 1-3-1
Es
Hs
L(m)
L(m)
60
54
50
44
40
74
70
64
60
54
50
44
40
Mv 4296 4370 4591 4522 4528 4576 4795 4773 5132 5033 4861 4846 4660 4544 4228 4118
62.65 20
Fh
42
42
42
42
42
41
41
41
152 151 150 150 148 148 147 146
Fv 1207 1194 1178 1158 1125 1122 1085 1072 1027 1014 998 978 945 942 905 892
503 503 503 503 503 503 503 503
Mt
0
0
0
0
0
0
0
0
Table1-3-2
H
(m)
62.65
n
20
YM173N
YM206N
YM235N
YM270N
YM307N
Fg
1730
2060
2350
2700
3070
pB
3.0
2.1
1.7
1.5
1.3
b
6.0
6.5
7.0
7.5
8.0
h
2.0
2.0
2.0
2.0
2.0
1A-34
STT293 TOWER CRANE ERECTION MANUAL
3、固定脚尺寸 DIMENSIONAL OF THE FIXING-ANGLES
固定脚必须同混凝土块中心线对称安装,按塔身尺寸要求构成 2.0 米的正方
形。
必须保证鱼尾板的安装尺寸 150mm(见图 1-3-1)
The fixing angles must be fitted symmetrically in relation to the axes of the block and
form a 2m square according to the dimension of mast they are to receive.
Do please respect the 150mm dimension of the fishplate of the fixing-angles. See
Fig. 3-3-1.
2000
240
240
2000
在固定脚附近浇注混凝土基础时使用的钢筋即不能切短，也不能减少.
To the right of a fixing angle, neither cut nor reduce the given amount of
reinforcing irons.
Fig.1-3-1
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STT293 TOWER CRANE ERECTION MANUAL
4、安装固定脚
安装固定脚所需备件：
4 个固定脚及 8 个销轴
1 个塔身标准节
1 个铅垂线铊或水平仪
将固定脚和标准节装在一起（注：由于运输等因素，难免会造成标准节的变
形，将标准节组装后，在使用前必须对标准节进行检查，要求标准节对角线
长度及平面高度差不大于 2mm,合格后方可使用）
将固定脚和标准节安装在加强钢筋上，并在固定脚支板下用楔块调整固定脚
的位置。保证标准节四角水平高度差不大于 2ｍｍ。
浇注混凝土，待其干硬后，方可进行安装立塔工作。
4． FITTING THE FIXING-ANGLES
The material necessary to perfectly anchor the fixing-angles comprises：
4fixing-angles and 8 pins
1fixing frame and 8 pins
1standard mast section
a plumb line or sighting device
Assemble the fixing-angles with the frame. (Attention: Before put into using, it is
necessary to check the frame for any deformations caused by transportation,
insure that the difference between the diagonals and the difference between the
plane heights are not larger than 2mm.)
Position the fixing-angle/frame assembly in the reinforcement and adjust it by
wedging under the angle support plates.
Pour the concrete block and wait until it is completely dry before erection.
1A-36
STT293 TOWER CRANE ERECTION MANUAL
Plumb
铅锤铊
标准节
Fig.1-3-2
1A-37
Mast section
STT293 TOWER CRANE ERECTION MANUAL
5、固定基础 Fixing concrete blocks
详见后附图纸(固定基础 STT293-1)
See the attached drawing in detail (Fixing concrete blocks STT293-1)
1A-38
STT293 TOWER CRANE ERECTION MANUAL
四、压重 BASE BALLAST
1、 引言 INTRODUCTION
压重由对称布置在底架上的多个钢筋混凝土块组成。每层压重又由带有标识
字母 C 或 D 的混凝土块组成。
要求最小地耐力：2.0kg/cm2
这些压重必须按图所示那样对称的放置在底架上。
钢筋混凝土块这里只作介绍，由用户自备，我们不提供。
The base ballast is made up of several reinforced concrete blocks, which are placed
symmetrically on the chassis. Each layer consists of blocks identified by letters C or D.
Required min ground pressure: 2.0kg/cm2
These blocks must be positioned on the chassis as shown in the figures and the
corresponding table, i.e. between the attachment points of the ballast fixing device, if
latter is required.
The reinforcing of the concrete blocks, except the one shown in the figure, is left
up to the customer who has also the responsibility for the ballast preparation. No
supply from us.
2+1+1
HUH
(m)
10.15
2+2+1
13.15
3
6C+6D
31.8
73.20
48.35
7.3
2+3+1
16.15
3
6C+6D
31.8
74.46
45.85
7.5
2+4+1
19.15
3
6C+6D
31.8
75.77
43.79
7.6
2+5+1
22.15
3
6C+6D
31.8
77.14
41.49
7.7
2+6+1
25.15
3
6C+6D
31.8
79.93
41.40
8.0
2+7+1
2+8+1
28.15
3
6C+6D
31.8
80.40
36.89
8.0
31.15
3
6C+6D
31.8
81.99
40.57
8.2
2+9+1
34.15
3
6C+6D
31.8
83.52
44.60
8.4
2+10+1
37.15
3
6C+6D
31.8
85.15
48.88
8.5
2+11+1
40.15
3
6C+6D
31.8
86.85
53.40
8.7
2+12+1
43.15
3
6C+6D
31.8
88.59
58.15
8.9
2+13+1
46.15
4
8C+8D
42.4
90.40
63.15
9.0
2+14+1
49.15
6
12C+12D
63.6
95.17
71.03
9.5
2+15+1
52.15
7
14C+14D
74.2
97.08
76.50
9.7
2+16+1
2+17+1
55.15
8
16C+16D
84.8
99.04
82.22
9.9
58.15
10
20C+20D
106
101.06
88.17
10.1
2+18+1
61.15
11
22C+22D
116.6
111.88
102.31
11.2
2+19+1
64.15
11
22C+22D
116.6
118.20
129.45
11.8
CP
D
C
C
D
C\P: 标节组成 Mast composition
HUH: 吊钩高度 Hook height
NR: 压重层数 Number of layers
ND: 混凝土块数量 Number of blocks
LD: 现在压重 Ballast obtained
R.ES: 工作状态反力 stresses in service
R.HS: 非工作状态反力 stresses out of service
RH: 水平反力 horizontal stresses
Fig.1-4-1
1A-39
6C+6D
LD
(t)
31.8
RES
(t)
71.88
RHS
(t)
48.77
RH
(t)
7.2
NR
ND
3
STT293 TOWER CRANE ERECTION MANUAL
2. 压重构造 BALLAST BLOCK DETAILS
540
420
250
900
150
1500
750
2
3
4
450
250
1
750
100
D
2
1
全部尺寸公差为±1cm
All dimensions tolerances: ±1cm
Rep ：序号
Serial No.
φ
：直径
Diameter mm
N
：数量
Quantity
L．u ：单件长度
Unit length cm
L．t ：总长度 Total length cm
Form ：形式
Form
M
：材料
Material
1
φ
mm
40
2
10
8
90
720
3
10
4
220
880
4
10
3
160
480
REP
R10
R20
220
R3
0
R30
(※)
115
220
N
L.u
L.t
2
50
100
混凝土块重量
Reinforced concrete
Fig. 1-4-2
1A-40
Form
M
※
Q235-B
500
P：2800kg D：2.3
STT293 TOWER CRANE ERECTION MANUAL
500
500
540
420
250
900
150
750
1500
3
4
250
2
450
1
750
100
500
C
2
1
1
φ
mm
40
2
10
8
90
720
3
10
4
220
880
4
10
3
160
480
REP
R10
R20
220
R3
0
R30
(※)
115
220
N
L.u
L.t
2
50
100
混凝土块重量
Reinforced concrete
Fig. 1-4-3
1A-41
Form
M
※
Q235-B
全部尺寸公差为±1cm
All dimensions tolerances: ±1cm
Rep ：序号 Serial No.
φ
：直径 Diameter
N
：数量 Quantity
L．u ：单位长度 Unit length cm
L．t ：总长度 Total length cm
Form ：形式 Form
M
：材料 Material
P：2500kg D：2.3
STT293 TOWER CRANE ERECTION MANUAL
五、配重
1、 引言
配重由几个混凝土块 (A、B 或 C) 组成。其重量可根据起重臂长度而定，
混凝土块并排悬挂在平衡臂尾部。
混凝土块的制作由用户负责，在搬运过程中，绝对禁止碰掉或碎裂混凝土块。
后页给出了配重所需制作及安装尺寸。
+50
0
为了得到每块混凝土块的要求重量 (允许有
kg 的误差)，所用混凝土块密
度不同时 X 的尺寸可改变 。
我们建议在混凝土块的一面标上重量。
Ⅴ．COUNTER-JIB BALLAST
1. Introduction
The counter-jib ballast is made up of several A、B or C blocks in reinforced concrete.
The weight of the blocks depends on the length of the jib. These blocks are suspended,
one by one , under the counter-jib tail .
The block’s reinforcement as well as the device used to lift and to suspend the blocks
on the counter-jib is to be determined and to be prepared by the user in such a way
that the blocks do not chip off or get loose when handling them or operating the crane.
The constructional and functional dimensions required to install the lifting and
suspension device are given on the following page.
To obtain the required weight with
+50
0
kg allowance or error per block, vary the
dimension X if the density of the concrete blocks are different from each other.
We recommend to weigh the blocks and to mark the weight with paint on one
side of the concrete block.
1A-42
STT293 TOWER CRANE ERECTION MANUAL
2、配重外形尺寸 DIMENSION OF COUNTER-JIB BALLAST
起重臂长度
Length of jib
平衡臂长度
Length of counter jib
配重块
工作和
Blocks
顶升状态
配重量
During
working and
（kg）
telescoping
weight
配重种类
Type of Blocks
A
B
C
40
44
50
54
60
64
70
74
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
3A+C
3A+B
4A+C
4A+C
5A
5A+C
5A+B+C
6A
13000
14000
17000
17000
20000
21000
23000
24000
比重(t/m3)
Proportion
2.4
2.4
2.4
重量(kg)
公差
Weight
Tolerance
4000
2000
1000
±1%
±2%
±2%
配重的制作详见后附配重块图纸(T742719-1，T742719-2，T742719-3)
Counterweight making following counterweight drawing in details.
(T742719-1，T742719-2，T742719-3)
1A-43
STT293 TOWER CRANE ERECTION MANUAL
六、附着
1、 引言
塔机在超过行走或固定式高度时，必须用缆绳与地面连接加固或用附着杆与
建筑物连接加固，称为附着。
这里只介绍附着在建筑物上的附着方法。
使用缆绳锚固，请与我公司商议制作。
附着位置见图 1-6-2。
对于带附着架塔机的拆卸方法，请用户与我公司联系。
Ⅵ．ANCHORAGES TO THE BUILDING
1.
Introduction
Beyond its free traveling or freestanding height, the crane must be connected either to
the ground by means of guy ropes or to the building using rigid anchorages.
The present manual deals only with the rigid anchoring to the building.
Please consult us when anchoring with guy ropes.
The anchoring positions see fig.1-6-2.
Dismantling of the crane with anchorage frame, please consult us for relevant
instructions.
1A-44
STT293 TOWER CRANE ERECTION MANUAL
2、 说明
塔机的准备
对行走式塔机，将它开到所需固定位置，锁紧夹轨钳，切断行走机构电源。
在特殊情况下，需要顶升一节标准节以便于附着框的安装。
要点：
在上述情况下，塔机须停止工作。
在顶升中，应从两个侧面检查塔身的垂直度，以避免塔身与建筑物间的距离
出现偏差。
为了确保塔机和附着框间的正确联接，并防止活动楔块(1)下落，必须注意
与焊有楔块(2)的部件按图 1-6-1 安装。
1
图 1-6-1
2
注：对于带附着架塔机的拆卸方法，请用户与我公司联系。
2. INSTRUCTIONS
PREPARING THE CRANE ：
— Ｗhen it is a crane on rail traveling chassis , move it to the position for holding it
fast and static, tighten the rail clamps and disconnect the power supply for
traveling mechanism .
— In certain cases it is necessary to telescope an additional mast section so that the
anchorage frame can be fitted.
VERY IMPORTANT ：
Under these conditions the crane is no longer normally autonomous, and it is
forbidden to work and to leave the crane free out of service.
When telescoping, check the perfect perpendicularity of the crane in both sides
in order to avoid any variation of distance between crane tower and building.
In order to ensure good connection between frame and crane tower and to
prevent the movable wedges (1) from falling down, it is essential to turn the
pieces carrying the welded wedges (2) so that the fitting corresponds to the sketch
1-6-1.
Note: Dismounting methods with attachment, please contact our company.
1A-45
STT293 TOWER CRANE ERECTION MANUAL
3、 塔机及其附着
图 1-6-2 所示的塔机高度是固支脚到塔身顶面的高度。对于带行走底架的塔
机使用锚固，请与我们联系。
图 1-6-2 所列标准节组合是为了最大限度地利用附着框。即使最后一道附着
框上尽可能地安装较多的标准节。
用户负责把附着框连接在建筑物上。在安装时，附着框所受的水平反力可向
我们咨询。
注意：如果特殊的工作条件要求在较大高度下工作，请我们研究。
特别注意： 附着框高度和附着框之间的距离是必须严格遵守的尺寸。降低这
些尺寸必须减少附着框以上的标准节的数量(因此影响了吊钩下起升高度)。请向
我们咨询。
3.CRANE TOWERS AND ANCHORAGES
The heights given in Fig. 1-6-2 are the distance between fixing angle and mast top.
For any use of anchorages on cranes with chassis, please consult us for instruction.
The mast composition is given for the case of optimum use of the anchorage frames
that is to install more mast sections above the last anchorage frame.
As the client is responsible for the beams connecting the anchorage frame to the
building, please consult us when carrying out the installation of these beams for the
stresses on the level of the frame(s).
ATTENTION：If it is required that the crane works in some special condition and
larger height, please consult us for further instructions.
VERY IMPORTANT：The height of the anchorage frame and the distance
between two anchorages must be strictly maintained. It is required to reduce the
number of mast sections above the anchorage if smaller values are needed. (The
height under hook will be badly influenced accordingly.) Please consult us for
further instruction.
1A-46
STT293 TOWER CRANE ERECTION MANUAL
H
209.65m
夹紧的附着框
Anchorages tightened
69
68
67
66
65
64
松开的附着框
H
173.65m
Anchorages released
57
56
55
54
53
52
57
56
55
157.5m 54
53
52
45
44
43
42
41
40
45
44
43
121.5m 42
41
40
45
44
43
42
41
40
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
20
2.0x2.0m 19
18
L69B1 17
16
21
20
19
49.5m 18
17
16
21
20
19
49.5m 18
17
16
21
20
19
49.5m 18
17
16
21
20
19
18
17
16
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
A
B
NDA — 16
H
137.65m
ENA — 12
H
101.65m
3m
H
62.65m
C
D
E
Fig.1-6-2
A—自由高度 Free standing height
B—一个附着框 1 anchorage
C—两个附着框 2 anchorages
D—三个附着框 3 anchorages
E—四个附着框 4 anchorages
H—吊钩下起升高度（其它高度为固定脚到附着框的高度）
The hoisting height under the hook (the other height is the height from
anchorages to fixing angle)
NDA—最后一道附着以上的标准节数 Number of mast sections above the last anchorage
NSC—两道附着间的标准节数 Number of mast sections between two anchorages
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STT293 TOWER CRANE ERECTION MANUAL
4、安装附着框:
a. 先拆除塔身上的扶梯以便于附着框的安装。
b. 在地面将侧梁 ( 1) 和 ( 2) 装在前梁 ( 3) 上、[插上销轴 ( 11) 是为了定位
侧梁 ( 1) 和 ( 2) ]
c. 吊升上述安装组件到所需塔身位置。[附着框架的前梁 ( 3) 应朝向建筑物]
d. 为了便于安装，可用两根吊绳做导向。
e. 将前梁 ( 3) 吊放到塔身中部水平腹杆上，(详见图 1-6-3 )
f. 折转侧梁 ( 1) 和 ( 2) 就位，并用销轴 ( 11) 紧固。
g. 吊升后梁 ( 4) 就位，并用销轴 ( 11) 安装到侧梁上。
h. 吊装支架 ( 6) 和 ( 8) (各两件)，并用销轴(11)紧固在梁上。
4． FITTING THE ANCHORAGE FRAME
a． Remove the standard ladder from the mast to facilitate the installation of the
anchorage frame .
b． On the ground, place the two lateral girders (1) and (2) onto the front girder (3)
(insert shaft (11) only in order to facilitate spacing girders (1) and (2)).
c． Sling and raise the assembly until it reaches the right position on the mast (with
the front girder (3) of the anchorage frame towards the building).
d． To facilitate fitting, use 2 pendant ropes for guiding.
e． Hook the front girder (3) onto the horizontal bracings located in the middle of
the mast section (details refer to Fig. 1-6-3)
f． Fold back lateral girders (1) and (2) and pin them using shafts (11).
g． Sling and raise rear girder (4), position it and pin-connect it to the lateral girders
using shafts ( 11) .
h． Raise and place successively brackets ( 6 ) and ( 8 ) (two for each), then pin them
onto the girders by using shafts (11).
1A-48
STT293 TOWER CRANE ERECTION MANUAL
i. 将斜撑杆(5)与支架（8）连接，并用销轴（12）紧固。
j. 检查附着框架的水平位置，必要时做适当调整。
k. 放上外楔块（10），敲击楔块，使附着框与塔身立柱接触。
l. 放上楔架（7）
。
m. 放上外楔块（9），敲击楔块。（见详图 1-6-4）。
n. 安放楔子后，检查楔子与塔身之间有没有间隙。
o. 安装和附着框架一起供给的爬梯，（不同的标准爬梯），然后在此爬梯上装两
个护身栏部件。
p. 附着杆安装形式见图 1-6-5。
i. Place and pin diagonal bracing bar (5) with bracket (8) using shafts (12).
j. Check the horizontal position of the frame, and re-adjust if required.
k. Place outer wedges (10) and knock on them in order to bring the frame into
contact with the mast uprights.
l.
Place wedges frame (7).
m. Place outer wedges (9), and drive them in (details refer to Fig. 1-6-4) .
n. Having carried out these operations, check that there is no clearance remaining
between the wedges and the mast uprights.
o. Fit the ladder supplied with the frame instead of the standard ladder, then equip it
with the two back loop parts.
p. The Fig. 1-6-5 gives the forms of the anchoring rods and its installation.
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STT293 TOWER CRANE ERECTION MANUAL
塔身中部水平腹杆
The horizontal bracings
located in the middle of the
mast section
Fig.1-6-3
1A-50
STT293 TOWER CRANE ERECTION MANUAL
10
4
1
11
2
9
3
12
5
6
8
7
Fig.1-6-4
1A-51
STT293 TOWER CRANE ERECTION MANUAL
形式 1 the first form
墙面 wall
15°- 45°
形式 2 the second form
墙面 wall
40°- 60°
Fig. 1-6-5
1A-52
STT293 TOWER CRANE ERECTION MANUAL
第二章
整机总装
CHAPTER II. ERECTION
一
二
引言 Introduction ······················································································ 2A-2
立塔程序 Erection Sequences
1 引言 Introduction ··················································································· 2A-3
2 安装程序总则 General Instructions for Erection ·································· 2A-4
三 塔机零部件的安装 Parts Installation······················································· 2A-7
四
立塔 Erection
1 安装行走台车 Assembling the Travelling Bogie··································· 2A-9
2 安装及调平底架 Assembling and Ballasting the Chassis······················ 2A-11
3 标准节的安装 Mounting Mast Section·················································· 2A-13
4 套架的安装 Fitting the Telescopic Cage················································ 2A-14
5 回转总成的安装 Fitting Slewing Assy. ················································ 2A-15
6 塔头的安装 Fitting the Cat Head ··························································· 2A-16
7 变幅小车的安装 Fitting the Trolley ····················································· 2A-17
8 臂架及平衡臂的安装 Fitting the Counter-Jib ······································· 2A-21
9 平衡重的安装 Fitting the Counter-Jib Ballast ······································· 2A-24
五
穿绕钢丝绳 Reeving the Rope
1 变幅机构钢丝绳的穿绕方法 Reeving the Trolley Rope ····················· 2A-27
2 起升机构绕绳方法 Reeving the Hoist Rope ········································ 2A-32
3 小车变倍率方法 Changing Falls Methods for Trolley ·························· 2A-36
六
通道的安装 Fitting the Accesses ····························································· 2A-41
2A-1
STT293 TOWER CRANE ERECTION MANUAL
一、引言
对一台塔机来说，其示意图表示需起吊的主要部件（及其附带的机构连接附
件，如销轴或螺栓等）
。
第 1 章给出了现场装卸的主要部件重量，由此可以进行整体吊装。
根据所使用的辅助吊车的性能，可将三节标准节组成的整体,一起吊装就位。
Ⅰ. INTRODUCTION
For each crane, the sketch shown represents the component to be lifted (with all its
equipments and connecting accessories such as shafts or bolts.)
The following pages specify the weights of the main components for their handling
on the site so that the complete packages can be lifted accordingly.
It you wish, the packages -each containing 3 mast sections –can be put in place by the
mobile crane used provided that its characteristics allow for it.
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STT293 TOWER CRANE ERECTION MANUAL
二．立塔程序
1.引言
● 本安装程序可以用最快速度将塔机安装到顶升位置。
● 安装塔机需要一辆辅助汽车吊，它的起重性能要与所吊部件相适应。
● 在现场上最大限度的节约辅助吊车的使用时间，需要在安装和装配程序、安
装队、适当的道路与场地之间有很好的配合。
● 本章节的目的是使用户熟悉全部安装操作方法。
Ⅱ。ERECTION SEQUENCES
1.
INTRODUCTION
z This erection procedure allows a rapid assemble of your crane until it reaches its
telescoping position.
z It requires an auxiliary mobile crane, the characteristics of which must correspond
to the parts to be handled.
z Reducing the operating time of the auxiliary crane to the minimum on site
involves a good coordination between the erection and assembling sequences, the
erection team, and the appropriate accesses and assembling area .
z The purpose of this manual is to make you well acquainted with all the erection
operation and erection method.
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STT293 TOWER CRANE ERECTION MANUAL
2. 安装程序总则
1） 用汽车吊吊装塔机零部件必须注意安全.
切记：
A
将吊车支好
B
不要超重起吊
C
吊具良好，并根据起吊部件重量选用适当绳长
D
要注意（考虑）吊点
2） 安装作业前必须详细阅读本说明书，并按说明书顺序进行。
3） 确实装好并使用各种保护、安全装置，如爬梯、平台、护栏和安全带等。
4） 在未安装配重前，绝对禁止起吊载荷。
5） 在风速超过 13m/s 的情况下，塔机不得安装及顶升。
2. GENERAL INSTRUCTIONS FOR ERECTION
1) All the handling operations using the mobile crane must be carried out safely.
ATTENTION: A Properly position and hold the mobile crane
B
Do not overload the mobile crane
C
Use slings in good order and of correct lengths according
to the weights of the parts to be lifted
D
Pay special attention to all the slinging points
2) Please read this manual carefully before installation. The erection operations
must be carried out in the order listed in the manual.
3) Make sure that all necessary protection and safety means are fitted and used, such
as : ladder、platforms、guard-rails、safety belt etc .
4) It is absolutely forbidden to lift a load if the counter-jib ballast is not fitted.
5) The crane must not be telescoped up with a wind speed exceeding 13m/s .
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STT293 TOWER CRANE ERECTION MANUAL
6） 顶升操作开始之前，要检查回转支承与顶升套架是否已用销轴连接并用开口
销销好。
7） 要遵守根据起重臂长度安放配重块数量的规定（见有关尺寸）。
8） 顶升时须将起重臂转到顶升套架开口处，
（即：标准节被引入套架的一侧）。
9） 起吊或落下标准节时，要尽可能的靠近塔身。
10)在顶升过程中，要绝对禁止转动起重臂或开动变幅小车及使用起重吊钩（升
或降）
。
本总则适用于：
a.塔机安装
b.塔机加节
c.塔机拆卸
在安装过程中，如遇特殊问题或其它困难，请即与我厂销售服务联系。
6) Before starting any telescoping operation, make sure that the pins connecting the
slewing ring to the telescopic cage are inserted and secured by split-pins.
7) It is essential that regulations on the number of the counter-jib ballast blocks
subject to the jib lengths are observed strictly (see relative instruction) .
8) For telescoping, always turn the jib to the opening of the telescoping cage (the side
where the mast sections are introduced).
9) The mast sections must be lifted (or lowered) as close as possible to the tower.
10) It is forbidden to slew the jib, operate the jib trolley and use the load hook
(hoisting or lowering) as long as the telescopic cage is lifted or being lifted.
These instructions also apply to :
a. The erection of the crane
b. The height increase of the crane
c. The dismounting of the crane
For any particular problem or difficulties occurred during the installation of the tower
crane, do not hesitate to call upon the assistance of our After-Sale Service.
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STT293 TOWER CRANE ERECTION MANUAL
11) 开口销的安装 FITTING THE SPLIT PIN
A
B
C
D
15°-30°
15°-30°
不好
不好
好
有障碍物时
Bad
Bad
Good
in narrow space
Fig. 2-2-1
注：应使用新的或状态良好的开口销
ATTENTION：ONLY USE NEW SPLIT PINS OR SPLIT PINS IN GOOD
WORKING ORDER.
2A-6
STT293 TOWER CRANE ERECTION MANUAL
三、塔机零部件的安装
1)
标准节的安装：将 4 个标准节片用螺栓联接在一起，按“通道的安装”安装
梯子或休息平台。
2) 套架的安装：
a. 按顺序安装套架平台和支杆，插入销轴并用开口销锁牢；
b. 将平台上的护栏用开口销固定，用螺栓及螺母将护栏夹板夹在护栏上。
3) 回转上下支座的安装：
（回转机构出厂时已安装在回转上下支座中）
，
a. 将引进梁用销轴安装在回转下支座上并用开口销锁定；
b. 将回转平台用销轴安装在回转上支座上并用开口销锁牢；
c. 在平台上安装护栏，将护栏夹板用螺栓及螺母紧固。
4) 塔头的安装：
a. 安装平台、爬梯并用销轴及开口销锁固；
b. 安装护栏并用夹板、螺栓及螺母紧固。
5) 平衡臂的安装：（起升机构及配电箱已安装在平衡臂中）
a. 用销轴将平衡臂的前段与后段连接在一起；
b. 安装两侧平台及护栏；
c. 安装检修用悬臂梁。
6) 臂架的安装：
a. 准备支架（铁板凳）2～3 个，高度为 1m，宽度不小于 1.4m。
b. 将变幅小车装入第一节臂架并推至臂根部。
c. 将变幅电机与变幅机构连接。
（变幅机构出厂时已安装在臂架上）
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STT293 TOWER CRANE ERECTION MANUAL
Ⅲ、ASSEMBLING THE PARTS OF CRANE
1. Fitting mast section: Connect 4 mast section panel together by bolts, fit
ladders or resting platform.
2. Assembling the telescopic cage:
a). Fit the platform and support orderly, insert the shaft and lock with split pin.
b). Fix the grab rails onto the platform using split pins, and clamp the grab rails by
using fixing brackets, bolts and nuts.
3. Assembling the upper and lower slewing: (The slewing winch has already been
installed in the upper and loser slewing abutment before leaving factory.)
a). Place the monorail to the lower slewing and pin them using shafts and split pin.
b). Fit the platform into the upper slewing and pin them using shafts and split pin.
c). Fit the grab rail onto the platform and fix using fixing brackets, bolts and nuts
4. Assembling the cab mast (cat head)
a). Fit the platform and ladder and lock them using shafts and split pin.
b). Fit the grab rails and fix using fixing bracket, bolts and nuts.
5. Assembling the counter jib:(The hoist winch and electric box have already been
installed in the counter jib before leaving factory)
a). Connect the front and back counter jib sections by using shafts.
b). Fit the side platforms and grabs rails.
c). Assembling jib suspending beams for maintenance and service.
6. Assembling the jib:
a). Prepare 2 or 3 pieces of 1m height and 1.3m(Min.) wide brackets.
b). Connect the jib sections on
the brackets and lock them
Shaft
by using shafts and split pins,
then place the trolley to the
jib and push it to the foot of
Baffle
jib No.1.
2A-8
STT293 TOWER CRANE ERECTION MANUAL
四、立塔 ERECTION
1．安装行走台车 Assembling the traveling bogie
1）在轨道上放置台车 Putting the bogies on the track
在轨道上放置台车时，要考虑到安装塔机所需要的场地范围。
按底架尺寸（6x6m）将台车放置在轨道上一个正方形的四角上。
主动台车可同侧放置或对角线放置，但决不可安装在同一横梁上。（若四个台车
均为主动台车则无此要求）
注意：行走限位器按下图放置。
用夹轨器将台车固定在轨道上。必要时将其垫起以保持台车水平。
The bogies must be positioned on the track taking account of the space the erection
sequence requires.
Rest the bogies on the rails at the 4 corners of a square having the dimensions of the
chassis (6x6m).
On Straight track the motor bogies can be mounted on the same rail or diagonally, but
NEVER ON THE SAME CROSSBEAM. (If 4 bogies both are motor bogies, it has no
this request.)
Notice: Putting the traveling limiters according to the following figure.
Tighten the bogies to the track using rail clamps. Pack them up, if necessary, to
keep them horizontal.
行走限位器
Traveling limiter
2A-9
轨道
Track
STT293 TOWER CRANE ERECTION MANUAL
2）吊装台车
将吊具挂在台车的专用吊耳上。
吊起台车，横向应保持水平；对于主动台车，在吊装时将有电机的一侧向下倾斜，
应保证其不妨碍在轨道上的安装。
将台车放上轨道时，车轮中心尺寸较大的一侧应在轨道内侧。
2) Slinging the traveling bogies
Fit slings onto hooks provided for this purpose.
Lift up the bogie which will remain perceptibly horizontal in the lateral plane.
Longitudinally, the motor side of the bogie will tilt down in the case of a motor bogie,
without however impairing the putting on track.
When placing on the track, fit the bogies with bigger dimension with regard to the
wheel shaft on the inner side of the track.
2A-10
STT293 TOWER CRANE ERECTION MANUAL
2． 安装及调平底架
1) 将横梁底架 1 放到打好的四块移动基础上，然后将纵梁 2 放到横梁上并且用
12、13、14（螺栓，螺母，垫圈）把紧，再将四个水平拉杆 3 用销轴 17 连
接在横梁与纵梁处，并用开口销 18 锁紧。(见图 2-4-1)
2) 将基础节用 21、22、23（螺栓、螺母、垫圈）安装到纵梁上并把紧。
3) 将四个斜拉杆 9 用销轴 10，销轴 24 与底架和基础节连接并用开口销锁紧。
4) 按不同塔身高度放置压重，然后用拉杆 5 把压重固定好。
2. ASSEMBLING AND BALLASTING THE CHASSIS
1) Place the cross-members 1 onto those 4 pieces of already-made concrete blocks,
then place longitudinal member 2 onto the cross-members and pin them by using
bolts 12, nuts 13 and washers 14. Connect the cross-members to the longitudinal
member with four horizontal struts 3 and pin them by using eight shafts 17 and
lock them by using split pins 18. (See Fig.2-4-1)
2) Place and lock the basic mast onto the longitudinal member with bolts 21, nuts 22
and washers 23.
3) Connect the four backstays 9 to the chassis and basic mast with four shafts 10, four
shafts 24 and lock them by using split pins.
4) Place the base ballast according to different height of the crane, then fix the base
ballast with struts 5.
2A-11
STT293 TOWER CRANE ERECTION MANUAL
F
A
1
G
5
2
A
E
D
9
3
E
B
24
23
22
21
12
13
14
G
D
10
18
17
Fig. 2-4-1
2A-12
STT293 TOWER CRANE ERECTION MANUAL
3. 标准节的安装 Mounting mast section
吊起组装好的标准节，安装至固定脚或压重架基础节上。插入销轴 1、2，并用
开口销固定。
Lift the assembled mast section, fit to the fixing angles or basic section of base ballast
support. Insert 1,2, pin, and lock it by split pins.
1
2
1-φ20 mm
2-φ65 mm
Fig. 2-4-2
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STT293 TOWER CRANE ERECTION MANUAL
4. 套架的安装 FITTING THE TELESCOPIC CAGE
a. 在地面上将套架零部件安装到顶升套架上。安装套架之前必须保证固定脚（底
架）以上至少为 3 节。
Fit the cage spare parts on the telescoping cage on the ground. Must be ensured
the fixing angles (chassis) at least 3 sections before fitting cage.
b. 将组装好的顶升套架吊放在标准节外，用挂靴将其固定在底部标准节上。
Sling the assembled telescopic cage and place it outside the basic mast. Connect it
on the basic mast by shoe.
Fig. 2-4-3
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STT293 TOWER CRANE ERECTION MANUAL
5. 回转总成的安装 Mounting slewing assy
回转总成安装包括：回转上、下支座，回转支承，引进梁，回转机构及等，
在地面上用吊索吊挂回转上支座的 4 个耳座，找好平衡后将其吊至标准节上，分
别打入Φ65 销轴，穿入Φ20 销轴，与塔身连接,注意引进梁的方向与套架前部相
一致。
The slewing assy. include: Upper and lower support of slewing, slewing support,
monorail, slewing mechanism and so on, hang 4 lugs of upper support of slewing by
sling on the ground, after balancing lift it to the mast section, insertΦ65 pins andΦ20
pins respectively, connect to the mast, pay attention to the consistent direction of
monorail and front part of cage.
Fig.2-4-4
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STT293 TOWER CRANE ERECTION MANUAL
6．塔头安装 FITTING THE CAT HEAD
在地面上将塔头组装完毕，选择好吊点，将塔头垂直吊起放入回转上支座的
耳座中（注意塔头的安装方向：即司机室与回转机构不在同一侧），然后在四个
角分别打入螺纹销轴(1)、圆垫(2)，用槽形螺母(3)分别将螺纹销轴(1)、圆垫(2)
紧固，插入开口销(4)锁定。
Assembled the cat head on the ground, choice sling point well, lift and place the cat
head in the lug of upper support of slewing vertically (pay attention to the direction of
cat head: means cabin and slewing mechanism on different sides), then insert whorl
pin (1) and washer (2) on 4 angle respectively, use slot type of nut (3) fix the whorl
pin (1), washer (2), insert the split pin (4) and locked it.
1
2
3
4
Fig. 2-4-5
2A-16
STT293 TOWER CRANE ERECTION MANUAL
7、变幅小车的安装 Fitting the trolley
1)、小车概述 general notes of trolley
塔机可装双小车或单小车
the crane can be supplied with 2-trolley equipment or a single trolley.
――双小车以 4 倍率工作（两套小车连在一起）（见图 2-4-6－详图 A）
the 2-trolley equipment allows working with 4 falls (the both trolleys
linked together) (detail A-fig. 2-4-6)
――单小车以 2 倍率进行工作（见图 2-4-6－详图 B）
the trolleying equipment with only 1-trolley allows working with 2
falls(detail B-fig. 2-4-6)
注：双小车可以变换成单小车。
Note: The 2-trolley equipment can be changed to an equipment with only 1-trolley.
B
A
Fig.2-4-6
2A-17
STT293 TOWER CRANE ERECTION MANUAL
2)、小车的组成：
（见图 2-4-7）composition of the trolley(see 2-4-7)
双小车包括：2-trolley equipment consists of:
z 后小车（1）
rear trolley（1）
z 前小车（2）
front trolley（2）
z 双滑轮架（3）
double pulley yoke（3）
z 单滑轮架（4）
single pulley yoke（4）
z 连板（5）和吊钩（6）
z 小车维修平台（7）
pulley block link （5）and hook（6）
trolley platform（7）
1
2
4
3
5
6
Fig.2-4-7
2A-18
STT293 TOWER CRANE ERECTION MANUAL
3)、小车安装 fitting the trolleys
小车应在地面上安装应与起重臂同时安装。如图 2-4-8 所示
This operation is carried out when assembling the jib on the ground.(see 2-4-8)
――后小车（1）
、前小车（2）＋滑轮组和吊钩。
Rear trolley (1), front trolley (2) +pulley block and hook.
――小车平台（7）trolley platform (7)
注意：为避免在安装和使用时发生操作事故，在对起重臂和小车进行安装
作业时，应使用一钢丝绳索将小车紧固在起重臂上。
important: In order to prevent any accidental manoeuvre during erection or crane
work, lock the trolley on the jib by mean of a sling before carrying out any
intervention on the jib or on the trolley.
左侧 left-hand side
平衡臂
counter-jib
臂端部 jib nose
右侧 right-hand side
7
1
Fig.2-4-8
2A-19
2
STT293 TOWER CRANE ERECTION MANUAL
双小车在起重上的安装 fitting the 2-trolley equipment onto the jib
按引入方向将两个小车安放在起重臂上（见图 2-4-9）
place the trolleys onto the jib by observing their direction of introduction.(See
fig. 2-4-9)
――从起重臂端部一侧出口处引入后小车（1）
；
Introduce the rear trolley (1) from one side of jib nose
――再引入前小车（2）
；Then introduce the front trolley (2)
――将两个小车连接在一起；Lock the trolleys together.
――将双小车在起重臂根部用钢丝绳固定；
Fastening the trolleys on the jib foot by rope
――用固定件将平台（7）固定在后小车上。
Fasten the platform (7) on the rear trolley by fixed part.
2
1
Fig.2-4-9
2A-20
STT293 TOWER CRANE ERECTION MANUAL
8．臂架及平衡臂的安装 Fitting jib and counter jib
1)．安装顺序：Erection sequence
3
2
1
LP03
LP02
LJ03
1
Install 4 blocks
LJ03
8 安装 4 块平衡重
○
8
1
LJ03
1
LJ03
1
LJ03
1
LJ03
1
LJ03
1
LJ03
4
LJ04
4
LJ04
4
LJ04
4
LJ04
4
LJ04
4
LJ04
4
LJ04
4
LJ04
5
6
7
9
10
LJ05
LJ06
LJ07
LJ08
LJ09
5
6
7
9
10
LJ05
LJ06
LJ07
LJ08
LJ09
5
6
7
9
LJ05
LJ06
LJ07
LJ08
5
6
7
9
LJ05
LJ06
LJ07
LJ08
5
6
7
LJ05
LJ06
LJ07
5
6
7
LJ05
LJ06
LJ07
5
6
LJ05
LJ06
5
6
LJ05
LJ06
图 2-4-10
2A-21
LJ11
LJ11
54m
50m
7
44m
40m
LJ11
10
9
LJ11
11
64m
60m
74m
70m
STT293 TOWER CRANE ERECTION MANUAL
2)．变臂套的选择 Choosing spacer
A
+ 0 .3
φ A + 0 .2
φB
φ26
- 0 .1
φ8 0 - 0 .3
+ 0. 6
φ A + 0. 3
φ9 0
5
0
C -0.5
0
B C -0 . 5
B-B
LJ13
B1
B2
B
A
图示
Fig.
A-A
B
图号
Drawing NO.
A
T2112-B2-1
45
55
28
T2112-B2-2
55
65
38
T2112-B2-3
70
80
58
T2112-B2-4
80
90
58
T2112-B1-1
45
0
40
T2112-B1-2
55
5
19
T2112-B1-3
70
15
19
B
臂长/数量
jib/NO.
C
74m
70m
64m
60m
54m
用途
Purpose
50m
44m
40m
LJ13 + LJ09
2
LJ13 + LJ08
2
LJ13 + LJ07
2
2
LJ11 + LJ09
1
LJ11 + LJ08
2
2
2A-22
LJ13 + LJ06
LJ11 + LJ07
STT293 TOWER CRANE ERECTION MANUAL
3)．安装注意事项：
1）臂架及平衡臂的安装时不能间断，因此要求在安装前确保平衡重已全部就位。
2）保证变幅小车及必须始终固定在第一节臂上。
3）必须按以上顺序进行安装，平衡重的安装见“平衡重的安装”。
4）最后一步是将其余平衡重全部安装至平衡臂尾部。
5）从事这项工作的装配人员在操作时必须系好安全带。
6）在空中进行臂架及平衡臂的安装，风速不得大于 7m/s。
安装臂架时吊索吊挂的位置 The sling position during jib erection
正确 right………….. 正确 right
错误 wrong
3). Note for erection
1) During the jib and counter jib erection shouldn’t be disconnected, so need ensure
finished all counter weight before erection.
2) Ensure the trolley must be fixed the first jib all the time.
3) Must be operated erection according to above sequence, the counter weight
erection see “counter weight erection”.
4) The last steps is fit other counter weight on the tail of counter weight.
5) The erection person should be tied the safety belt during operating.
Operating jib and counter jib erection in the air, the wind speed is not over 7m/s.
2A-23
STT293 TOWER CRANE ERECTION MANUAL
9．平衡重的安装 FITTING THE COUNTER-JIB BALLAST
1）配重块有 3 种
3 types for counter-jib ballast：
A: 4000kg
B：2000kg
2A-24
C：1000kg
STT293 TOWER CRANE ERECTION MANUAL
2）安装 Installation
根据臂长选择配重组合及安装位置，见表 2-4-1。
借助配重块提升钩 A，用辅助吊车将配重块安装至平衡臂。
当配重块在平衡臂上就位后，绕 B 件转动，使 D 件停止在 C 件上。
检查配重位置是否正确。
Choice installation combination and installation position according to the jib
length, see fig.2-4-1.
In virtue of hoist hook of counter weight blocks, fit the counter jib ballast on
the counter jib by mobile crane.
When finish the counter jib ballast on the counter jib, circled the unit B
running, make unit D stop at unit C.
Check whether the counter jib ballast position is right.
A
B
C
D
正确 Right
错误 Wrong
Fig.2-4-11
2A-25
STT293 TOWER CRANE ERECTION MANUAL
Table2-4-1
臂长(m)
Jib length
配重块位置
Counter jib ballast
平衡臂 Counter jib → 臂架 Jib
重量(kg)
Weight
74
A A A A A A
24000
A A A A A
23000
70
64
60
54
50
44
40
B
C
A A A A A
21000
A A A A A
20000
A A A A
17000
A A A A
17000
C
C
C
A A A
B
A A A
C
2A-26
14000
13000
STT293 TOWER CRANE ERECTION MANUAL
五、穿绕钢丝绳 REEVING THE ROPE
固定式或压重式塔机安装到此位置，不再用辅助吊车，此时可以穿绕各种钢
丝绳。
When the crane is installed to the position, there is no need to use the mobile
crane any longer. Now all kinds of wire ropes can be installed accordingly.
1、变幅机构钢丝绳的穿绕方法 Method for rope reeving
1）穿绕方法 Methods（见图 2-5-1 所示）(See Fig. 2-5-1)
a、将变幅绳的后绳一端锁在变幅卷筒 2 上，从下端出绳，经臂架滑轮 6、臂根
滑轮 4 锁在变幅小车 1 上。
Fix the rear trolley rope end onto the trolley drum, wind up the rope from
underneath. through the jib trolley 6、pulley 4 of jib foot lock on the trolley 1.
b、变幅绳的前绳一端锁在变幅卷筒上 2，从下端出绳，经臂架滑轮 7、8、臂端
滑轮 5 锁在变幅小车张紧轮 3 上。
Fix the front trolley rope end onto the trolley drum 2, wind up the rope from
underneath. Through jib pulley 7,8, jib end pulley 5 lock on the tension wheel 3
of trolley.
6
7
8
2
3
5
4
1
1、变幅小车 trolley
4、臂根滑轮 jib foot pulley
2、变幅卷筒 trolley drum
5、臂端滑轮 jib end pulley
Fig. 2-5-1
2A-27
3、张紧轮 tension wheel
6~8、臂架滑轮 jib pulley
STT293 TOWER CRANE ERECTION MANUAL
Table 2-5-1
起重臂长度(m)
Jib length
前钢丝绳长度(m)
Front rope length
后钢丝绳长度(m)
Rear rope length
74
70
64
60
54
50
44
40
129
121
109
101
89
81
69
61
110
106
100
94
88
84
78
74
Table 2-5-2
前部钢丝绳
The front rope
后部钢丝绳
The rear rope
6x19-Φ9.3
6x19-Φ9.3
2A-28
带钢丝绳夹
With bulldog grips
带钢丝绳夹
With bulldog grips
STT293 TOWER CRANE ERECTION MANUAL
2）小车断绳止动装置的工作原理
断绳装置包括：一个小车前牵引绳摇臂
一个小车后牵引绳摇臂
如遇小车钢丝绳断绳，此装置即可将行走小车停止在臂架上。
安装变幅小车钢丝绳时：
A 检查断绳止动装置的工作状态
B 将钢丝绳穿过断绳止动装置上的环
在塔机工作过程中，要定期检查钢丝绳张紧情况，以确保断绳止动装置处于水平
位置。
(图 2-5-2a)钢丝绳张紧时断绳止动装置的位置
(图 2-5-2b)钢丝绳断绳后断绳止动装置的位置
2) WORKING PRINCIPLE OF BROKEN ROPE BRAKING DEVICE
This device comprises: 1 rocker arm (1) for the front trolley rope
1 rocker arm (2) for the rear trolley rope
This device blocks the trolley onto the jib in the case a trolley rope is broken.
When fitting the trolley ropes:
A check for the good working order of the broken rope braking device.
B reeve the rope through the eye of the broken rope braking device.
During the operation of the tower crane, check the rope tension periodically in order
to maintain the broken rope-braking device in the horizontal position.
(Fig. 2-5-2a) position of the broken rope-braking device with rope in tension
(Fig. 2-5-2b) position of the broken rope-braking device with rope broken
臂架 Jib
a
b
Fig.2-5-2
2A-29
STT293 TOWER CRANE ERECTION MANUAL
3) 小车防断轴装置的工作原理
WORKING PRINCIPLE OF BROKEN PIN BRAKING DEVICE
防断轴装置是由焊接在每个小车架立柱上的弯板 1 组成。
如遇小车轮轴断裂，此装置可将小车止动在臂架下弦上，
防止变幅小车坠落。
The braking device is made up of bending plates 1
which welded on the column of each jib trolley.
This device can stop the jib trolley on the lower
member of jib to avoide falling if the pins of trolley
roller were broken.
a
1
1
b
1
2
Fig. 2-5-3
2A-30
STT293 TOWER CRANE ERECTION MANUAL
4)、钢丝绳张紧器的使用(见图 2-5-4)
operation of the rope tensioning device(see fig. 2-5-4)
小车行走钢丝绳的张力由钢丝绳张紧器（11）来保证。
The tensioning of the trolley ropes is ensured by the rope tensioning drum (11).
――将小车开至起重臂根部变幅机构后面。
Move the trolley on the jib foot in the rear of the trolley winch.
――用存放在小车上的手柄（12），操纵钢丝绳张紧器（11），尽可能
张紧前小车的行走钢丝绳。
Using the lever (12) stored on the trolley, operate the rope tensioning
drum (11) and tighten the front trolley rope to a maximum.
――使小车在起重臂全长上来回行走数次，将张力分布在前后钢丝绳上。
Move the trolley several times forward and backward over the whole jib
length in order to distribute the tension as well as possible in the front
and rear rope.
――必要时调整钢丝绳的张力。
Perfect the tension of the ropes, if necessary.
在拆卸时，使用张紧器上的手柄（12）松开并拆下钢丝绳。
When dismantling, use the lever (12) on the rope tensioning drum in order to slacken
the ropes and to allow them to be removed.
图 2-5-4
2A-31
STT293 TOWER CRANE ERECTION MANUAL
2、起升机构绕绳方法 ROPE REEVING FOR THE HOIST WINCH
1）按图 2-5-4 进行穿绕 Reeving the rope as shown in Fig. 2-5-5.
2
1
4
6
3
5
4
5
1、提升卷筒
Hoist drum 2、测力环
dynamometric ring 3、臂根滑轮 jib foot pulley
4、变幅小车滑轮组具 trolley pulley blocks
5、吊钩滑轮组 hook pulley
6、臂端捋直器 jib end stretch device
Fig.2-5-5
2A-32
STT293 TOWER CRANE ERECTION MANUAL
2) 起升钢丝绳的安装
起升钢丝绳通常是缠绕在卷筒上的，塔机易地安装时便于运输，
如遇以下原因，可将钢丝绳拆除。
A 拆塔时发现钢丝绳磨损；
B 钢丝绳长度不符合新的工作高度。
（1）起升钢丝绳的选择
根据塔机的工作高度和使用期限选择钢丝绳的长度
本塔机按标准状态最大起升高度四倍率提供 400m 钢丝绳。二倍率时最大起升高
度为 105m。
当附着起升高度达到最大值时，起升钢丝绳总长 410m（此时臂长为 74m）
注：如用户塔机高度需要某一钢丝绳长度时可与本公司联系。
2) FITTING THE HOIST ROPE
The hoist rope is normally supplied wound up onto the hoist drum to facilitate
transportation when the tower crane is to be moved to another job site except that the
hoist rope must be removed for the following reasons:
A Rope worn out when dismounting the tower crane
B Rope length no long meet the requirement for a new working height .
(1) CHOICE OF HOIST ROPE
The length of the wire rope is to be selected in accordance with the working height
and working life of tower crane.
The max hoisting height of this crane supplied 400m-length rope as 4 falls under the
standard condition. The max hoisting height is 105m as 2 falls.
When the maximum anchorage height is reached, the total length of the hoist rope is
410 m (74m jib)
ATTENTION: If a certain length of wire rope is required, please contact us for
further instruction.
2A-33
STT293 TOWER CRANE ERECTION MANUAL
(2)钢丝绳绕到卷筒上方法（见图 2-5-6）
将钢丝绳绕在起升卷筒上时，要求新绳绳辊 1 和卷筒 2 之间保持最大距离。
平衡臂一经安装完毕，就可以自动满足这种条件，用一根牵引绳将钢丝绳尾端提
起，引到平衡臂上。将钢丝绳固定在滑轮并因定在卷筒上的钢丝绳楔套上。进行
相应的电气联接。操纵起升运动，检查钢丝绳子是否整齐地缠绕在卷筒绳槽内。
(2) REEVING THE ROPE ONTO THE HOIST DRUM (SEE FIG. 2-5-6)
This operation must be carried out to obtain the greatest distance between the new
rope reel 1 and the drum 2. This condition is automatically obtained once the
counter-jib is installed. Using a dragline to raise up the rope end and introduce it onto
the counter-jib. Reeve the rope over the pulley and fix it in the rope anchor box of the
drum. Carry out the corresponding electrical connections in order to effect the hoist
movement. Check that the rope winds up perfectly into the drum grooves.
2
1
Fig.2-5-6
2A-34
STT293 TOWER CRANE ERECTION MANUAL
3、双小车倍率变换方法（见图 2-5-7）changing the falls of trolley(see 2-5-8)
从四倍率变换至二倍率 changing from 4 falls to 2falls
――将两个小车开至起重臂根部，打开变幅限位器。
Move both trolleys onto the jib foot and open the trolleying limiter.
――将吊钩(6)、滑轮组降至地面，并使其保持垂直位置，抽出连接板（5）
与单滑轮架（4）的连接销（8），重新在单滑轮架上装上销轴（8）并
用开口销固定。
lower the hook(6), pulley blocks to the ground and rest them in upright
position, remove pin (8) connecting plate(5) and single pulley yoke (4),
replace the pin(8) on the pulley yoke and fastening by split pin.
4
9
3
5
8
Fig.2-5-7
2A-35
STT293 TOWER CRANE ERECTION MANUAL
――操纵“上升”动作，单滑轮架（4）离开地面，继续上升至定位叉内（见图 2-5-8）
operate “hoisting”, the single pulley yoke (4) leave the ground and
continue raising the inside of the orientation fork( see fig. 2-5-9)
――抽出后小车（1）与前小车（2）的连接销轴（8）
，然后将前小车（2）
向臂尖方向行走，后小车（1）与前小车（2）分离，再把销轴（8）和
固定件（9）装在后小车（1）上。
Remove the connecting pin (8) from rear trolley (1) and front trolley (2),
then the front trolley (2) travelling to the jib nose direction, the rear
trolley (1) and the front trolley (2) separate, then install the fixed part (9)
and pin (8) on the rear trolley(1).
――这时机构位于二倍率状态。
The equipment is in position for working with 2 falls.
1
2
4
9
8
Fig.2-5-8
2A-36
STT293 TOWER CRANE ERECTION MANUAL
注意：如果长期使用单小车进行负载变幅，应定期进行下列操作：
important: if, for moving the load, only one trolley is used over a long time, the
following operations must be carried out periodically:
――重新恢复到四倍率，在起重臂全长上进行多次“向前”和“向后”行走动
作，同时进行“起升上升”和“起升下降”动作，以便把钢丝绳的扭转分布
在其全长上。要保证位于起重臂端的钢丝绳防扭器转动自如。在重新
恢复到二倍率。
Return to 4-fall equipment, then move the trolley several times
“foreword” and “backward” over the whole jib length and operate
simultaneously “lowering” and “hoisting” in order to distribute twisting
of the rope over its whole length. Make sure that the swivel placed at the
jib nose rotates freely. Then return to 2-fall equipment.
2A-37
STT293 TOWER CRANE ERECTION MANUAL
从二倍率变换为四倍率 changing from 2 falls to 4 falls
――将前小车（1）开至起重臂根部的后小车（2）旁边
move the front trolley (1) near the rear trolley (2) on the jib foot.
――按下控制台上“倍率变换”按钮，然后，进行以下操作：
Press upon the “falls changing” button on the control unit, then, proceeding
follow operations:
z 将销轴（8）抽出，“小车向后”行走，将后车（1）紧靠在前车（2）
。
Remove the pin (8), the trolley traveling backward and the rear trolley (1)
abut against the front trolley (2).
z 用销轴（8）和固定件(9)将后车（1）与前车（2）连接。
Rear trolley (1) and front trolley (2) linked with pin (8) and fixing part (9).
――进行“起升下降”操作，单滑轮架（4）下降。
Continue “lowering”, the single pulley yoke (4) lowers.
――当单滑轮架（4）到达地面时，用销轴（8）
、
（10）将单滑轮架（4）
、吊钩
（6）与双滑轮架（3）连接在一起。
（见图 2-5-9）
As soon as the single pulley yoke (4) reaches the ground, the single pulley yoke (4),
hook (6) and sister block yoke (3) linked together with pin (8) (10) ( see fig. 2-5-10)
――塔机处于四倍率工作状态。
The crane is in position for working with 4-fall.
2A-38
STT293 TOWER CRANE ERECTION MANUAL
1
2
4
9
3
8
6
Fig.2-5-9
注意：高于独立高度使用双小车须知
important: Operate 2-trolley notices in case of over the free height
双小车机构是为独立高度使用的塔机而设计。在超过独立高度下使用情
况，重量平衡达到极限，使滑轮组变换变得危险。如用户需要在大于独立高
度时使用双小车，请向我方咨询，应对滑轮组进行配重，这样应降低塔机使
用性能。
The 2-trolley equipment has been designed for the free standing height of
the crane considered. In case of the use for higher crane heights, the limit is
quickly reached where the balance of the weights involved makes changing the
rope reeving dangerous. If the user demands use the 2-trolley in case of the over
free standing height, please consult us. In this case, the pulley blocks must be
ballasted what leads to downgrading of the characteristics.
2A-39
STT293 TOWER CRANE ERECTION MANUAL
六、通道的安装 FITTING THE ACCESSES
A
B
“A” — 3m 四环爬梯 3m with four loops ladder
D
“B” — 无环爬梯 Ladder without loops
“D” — 带平台两环爬梯 two loops ladder with platform
爬梯形式及安装位置 Type of ladder and erection position
全部爬梯均安装在带顶升耳的塔片上。必须按表 2-6-1 安装
All the ladder should be fit on the mast panel with telescoping lug. Must be fitted as
per table 2-6-1
Table 2-6-1
D
20
D
A
D
A
A
D
A
A
D
D
A
A
D
A
D
A
A
D
A
A
D
A
A
D
A
A
D
D
A
A
D
A
A
D
A
D
A
A
D
A
A
D
A
A
D
A
A
D
A
A
D
A
A
D
D
A
A
D
A
A
D
A
A
D
A
D
A
A
D
A
A
D
A
A
A
A
A
D
A
A
D
A
A
D
A
A
D
D
A
D
D
A
A
D
A
A
D
A
A
D
A
A
D
A
D
A
A
D
A
A
D
A
A
D
A
A
A
A
A
D
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
D
D
A
D
D
A
D
D
A
D
D
D
D
D
A
A
A
D
A
A
D
A
A
D
A
A
D
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
节数
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
2A-40
STT293 TOWER CRANE ERECTION MANUAL
第三章
顶升
CHAPTER III. TELESCOPING
一
准备工作 Preparing The Telescoping
1 顶升部件的安装 Fitting The Telescoping Equipment ························ 3A-2
2 检查工作 Checking ············································································· 3A-4
二
顶升平衡 Balancing For Telescoping ··············································· 3A-6
三
顶升加节 Telescoping
1 顶升原理 Principle ·············································································· 3A-7
2 加节 Introducing The Mast Section ····················································· 3A-8
3 穿绕电缆 reeling the cable ·································································· 3A-12
四
顶升时注意事项 Cautions ···································································· 3A-14
3A-1
STT293 TOWER CRANE ERECTION MANUAL
一、准备工作
1．顶升部件的安装
1）首先安装油缸、泵站，然后利用油缸将顶升套架顶起并用销轴与下回转联接，
安装顶升横梁、挂靴。
2）引进梁的安装
z 引进梁安装可以在空中进行，在加节前。
z 引进梁安装也可以在地面进行，在安装回转机构或连接节之前。
Ⅰ.
PREPARING THE TELESCOPING
1。Fitting the telescoping equipment
1） First of all, install the hydraulic cylinder and hydraulic pump, then jack up the
telescopic cage by using the hydraulic cylinder and pin-connect the telescopic
cage to the under slewing. Install the telescoping yoke and support plates.
2） Fitting the monorails
The monorails are fitted onto the telescoping mast. This operation can be carried out:
z In the air，before telescoping .
z On the ground, before fitting the slewing winch or the connecting mast.
3A-2
STT293 TOWER CRANE ERECTION MANUAL
引进梁的安装可借助板钩进行
z 用轴销（2）将板（1）安装在下支座或连接节的板（3）上。
（如图 3-1-1A）
z 用板钩（5）通过圆钢（7）吊起第一根引进梁（6）
，（如图 3-1-1B）直至可
以用轴销（4）将引进梁销定在板（1）上。
（如图 3-1-1C）
z 用销轴（8）将引进梁（6）锁止在板（1）上。由于两个销轴的锁定使引进梁
呈水平位置。
（如图 3-1-1D）
z 抽出销轴（4），板钩（5）向前移动，带动引进梁（6）向前移动，直到能用
销轴（9）销定在引进梁（6）上的板（10）上为至。
（如图 3-1-1E）
z 把板（1）扳到引进梁（6）上部插上销轴（4）及销轴（8）
。（如图 3-1-1F）
z 用同样的方法安装第二根引进梁。（完成后如图 3-1-1G）
Installation of the monorails is carried out by means of the telescoping hook.
z Fit the plates (1) onto the gussets (3) of the slewing connecting plate by means
of the shafts (2). (Fig. 3-1-1_Detail A)
z Using the telescoping hook (5), pick up the first monorail (6) by the round bar
(7) and lift it until it can be pin-connected to the plates (1) by means of the shaft
(4). (As shown in Fig. 3-1-1B and Fig. 3-1-1C)
z Lock the monorail (6) on the plate (1) by means of the shaft (8). The lock of the
two shafts put the monorail in horizontal position. (As shown in Fig. 3-1-1D)
z Remove the shaft (4), and move the hook (5) forward until the monorail (6) can
be pinned into the gussets (10) by means of the shaft (9). (See Fig. 3-1-1E)
z Turn the plates (1) to the upper part of the monorail (5) and insert in the shaft (4)
as well as the shaft (8). (See Fig.3-1-1F)
z Proceed in the same order for fitting the second monorail. (See Fig. 3-1-1G).
3A-3
STT293 TOWER CRANE ERECTION MANUAL
2. 检查工作
A. 检查顶升辅助装置的安装并使液压机构处于使用状态。
B. 检查顶升套架是否与下支座连接好。
C. 检查引进梁和引进小车是否安装好
D. 检查顶升横梁是否与油缸用销轴连好并检查挂靴是否吊在顶升耳座上。
2. CHECKING
A. Check for good installation of all the telescoping accessories and put the hydraulic
mechanism into operation.
B. Check for the good connection between the telescopic cage and the under slewing.
C. Check for the good installation of the monorails and the trolley.
D. Check for the good connection between the telescoping yoke and the hydraulic cylinder.
Make sure that the support plates are slung on the telescoping lugs.
3A-4
STT293 TOWER CRANE ERECTION MANUAL
2
1
3
9
4
A
C
E
5
7
6
B
8
D
F
Fig. 3-1-1
3A-5
STT293 TOWER CRANE ERECTION MANUAL
二、顶升平衡
(1) 塔机只能在将小车开到理论平衡位置后，才能进行下述操作。
(2) 将液压泵站操纵杆推到“向上顶升”方向，向上顶升。直到回转支承的支腿
刚刚离开鱼尾板为止。
(3) 检查塔机是否平衡，如不平衡移动变幅小车进行重新调整。
(4) 可通过检验回转支承支腿与鱼尾板是否在一条垂线上，找到变幅小车的准
确平衡位置。
(5) 可将起重臂变幅小车的平衡位置在臂架斜腹杆上系布条作为标记（特别注
意：该标记距离取决起重臂长度，起重臂长度不同小车的平衡位置不同）。
Ⅱ、BALANCING FOR TELESCOPING
(1) The crane can only be operated to accomplish the following movement after the
trolley is droved to the theoretical balancing position.
(2) Operate the lever of the hydraulic pump station in the “hoist-up” direction and
telescope until the feet of the slewing ring just leave the fishplates.
(3) Check that the crane is balanced and readjusts, if required, by moving the jib
trolley.
(4) The exact position can be found by verifying the alignment of the slewing ring
feet with the fishplates.
(5) This balancing position of the jib trolley can be marked on the jib by knotting a
piece of cloth around a diagonal bracing. But remember that this marked distance
depends on the jib length. Different length of jib determines different balancing
position. Consequently the mark should be removable.
3A-6
STT293 TOWER CRANE ERECTION MANUAL
三、顶升加节
1．顶升原理
（1）顶升程序包括一系列操作过程，这些操作过程需重复进行几次。
（2）用顶升横梁上的顶升油缸顶起塔机上车部分。
（3）用顶升套架上的锁靴将顶起的塔机部分固定在塔身顶升耳座上。
（4）从钩上摘下挂靴和横梁组件，并脱离顶升耳座，收回活塞杆，将组件提起。
（5）重新将横梁放到另一对顶升耳座上。
（6）为了获得标准节放进顶升套架所需空间，此顶升操作要重复三遍，顶升开
始阶段活塞杆初行程为 0.7 米。
Ⅲ、TELESCOPING
1. PRINCIPLE
(1) The telescoping sequence comprises a series of operations which should be
repeated for several times.
(2) Lift the crane’s upper part to be telescoped by extraction the jacking cylinder that
rests on the telescoping yoke and the lugs.
(3) Rest the lifted part on the lugs of the mast by means of the cage’s lock shoes.
(4) Unhook the support plate / yoke assembly, keep it away from the lugs, and then
raise it by retracting the piston rod.
(5) Rest the assembly on the next pair of jacking lugs over again.
(6) Repeat the above jacking sequence three times so as to obtain the space required
for the introduction of the mast in the cage. The first stroke of the piston rod at
the beginning period of jacking operation is about 0.7m.
3A-7
STT293 TOWER CRANE ERECTION MANUAL
2. 加节
（1） 将引进小车用螺栓与标准节相联，然后放到塔机引进梁下方。
（2） 把起重吊钩换上起吊引进小车的专用吊钩，吊起带有标准节的引进小车，
将其送进引进梁上。如图 3-3-1.
（3） 用户应根据实际情况，严格遵循顶升注意事项来，将小车开到对应臂长平
衡位置，使塔机到实际的平衡后再进行顶升加节。
（4） 拆下回转座与标准节上的销轴，启动油缸控制手柄，油缸将上车部分顶起，
使回转底座的主角钢与标准节上的主角钢微微离开 5-10mm，观察塔机上
部回转支座主角钢是否与下面联接的主角钢在一条直线上，以此校验小车
的平衡位置是否正确。如不符合上述条件，应开动小车以调整平衡位置，
此时不得使塔吊做回转等其它运动。
2．INTRODUCING THE MAST SECTION
(1) Fit the monorail trolley onto a mast section by means of bolts. Place them under
the monorail.
(2) Use the trolley special hook instead of the hoist hook. Sling the trolley with mast
section, and introduce them into the monorail. See the Fig. 3-3-1.
(3) Move the trolley to the theoretical balancing position of the relevant jib length.
The operation must be strictly obeying the telescoping notice. Introducing
the mast section when the crane is actually balanced.
(4) Remove the shaft between the lower slewing and the basic mast. Activate the
control lever of the hydraulic cylinder in order to telescope the upper part of the
crane and make the main angles of slewing base and basic mast slightly apart
about 5-10mm. Never allow the tower crane make slewing operation before
balance is guaranteed. Observe the main angle iron of the upper support of
slewing and undersides connect main angle iron on same beeline, in order to
check the trolley balancing position whether correct. If not get to above
conditions, the balancing position can be adjusted by moving the trolley, the
crane should not do slewing and other action at this time.
3A-8
STT293 TOWER CRANE ERECTION MANUAL
（5） 如平衡，继续顶升，顶到一个行程后，用锁靴（联接座）将顶起的部分固
定在塔身顶升耳座上。如图 3-3-3.
（6） 将挂靴上的安全楔取下，从顶升耳座上取下挂靴，提起油缸使横梁与挂靴
一起升到另一个耳座上，然后把挂靴挂到另一个耳座上，并用安全销按图
示,将其锁好。如图 3-3-4.
（7） 提起操纵杆，使顶升套上的锁靴（联接座）与顶升耳座脱开继续下一个顶
升过程直至顶升的距离能放入一个标准节为止。
（8） 引进标准节，用销轴将标准节与下面的标准节相联，再用套架上的顶升用
安全销轴把引进的标准节与下回转支座相联。直到加最后一节标准节时，
必须用标准的塔身销轴与回转支座相联。如图 3-3-5.
(5) If the crane is balanced, go on telescoping to a full journey. Fix the lifted part
onto the lugs of the mast by means of the cage’s lock shoes .See the Fig. 3-3-3.
(6) Remove the safety wedges on the cage shoes. Keep the cage shoes away from
the lugs. Raise the telescoping yoke and cage shoes to the next lugs by lifting the
cylinder. Then fix them by means of the cage shoes and pin them using the safety
pin. See the Fig. 3-3-4.
(7) Raise the control lever. Keep the cage shoes away from the lugs. Go on
telescoping to the next journey until there is enough space to introduce one mast.
(8) Introduce the mast and connect it to the lower 7.5m basic mast or mast section
using shafts. Connect the mast inserted to the lower slewing base using the
safety shafts for the telescoping of the cage. It is necessary to use the standard
mast shaft to connect the mast with the slewing base. See the Fig. 3-3-5.
3A-9
STT293 TOWER CRANE ERECTION MANUAL
专用吊钩
Special hook
回转支座
Slewing support
5-10mm
Fig.3-3-1
Mast section
标准节
Fig. 3-3-2
3A-10
STT293 TOWER CRANE ERECTION MANUAL
联接座
Lock shoe
顶升耳 Telescoping lug
Cylinder 油缸
操纵杆
Control lever
Fig. 3-3-3
挂靴
Cage shoe
A-A
A
A
安全销
Safety shaft
顶升横梁
Telescoping
yoke
Fig. 3-3-4
顶升用销轴
Shaft for telescoping
Fig.3-3-5
3A-11
STT293 TOWER CRANE ERECTION MANUAL
3、穿绕电缆 Reeling the cable
顶升操作时，电缆按图 1 所示悬挂，最后一个标准节安装完毕后，按图 2 所
示安装电缆。
打开通道平台的孔盖，放松电缆使其能在电缆网套中滑动，用尼龙扎带将电缆固
定在转动扶梯中部。
在所有情况下均应使用电缆网套悬挂电缆以防止电缆损坏。电缆网套的悬挂
点一端在下回转架上，另一端在回转支承通道平台底部。
The telescoping operation, suspended the cable as fig.1, after mounted the last
mast section, fitting the cable as fig.2.
Open the cover of the platform for the accesses, release the cable and make it
could gliding in the cable net, fixed the cable in the middle of the ladder by nylon
cingulum.
It should be used the cable net to prevent the cable to out of damage in all
circumstances. One side of the suspended point for the cable cover in the lowering
slewing support, the other under the slewing support accesses platform.
2
2
1
1
图1
图2
3A-12
STT293 TOWER CRANE ERECTION MANUAL
注意：
根据顶升加节的高度来确定增加延长电缆的长度，不可一次增过长的电缆。
弯曲或盘在一起的电缆将会形成电感。从而，增加电压和无功损耗，降低功率因数增
大电流和电压降，从而使电机严重发热，造成电器元件损坏，频繁跳闸等现象的发生。
Important:
The cable lengths increased and extended depend on the length of telescoping added
mast, it forbidden to increase overlength cable once time.
The inductance would be generating by curving cable and cable twist together. Thereby,
voltage and idle work wastage will be growing; the power factor will be decreased, the
current and voltage drop will be growing, which can occurred some phenomenon such
as: motor generate heat badly, damage the electric appliance component and tripping
operation occurred continually etc.
3A-13
STT293 TOWER CRANE ERECTION MANUAL
四、顶升时注意事项
（1）在顶升时严禁移动变幅小车，严禁回转起重臂及用吊钩做起升或下降动作。
（2）风速超过 13m/s，不容许进行顶升。
（3）不同臂节长度时小车的平衡位置不同。理论距离主要与平衡臂配重的实际
重量有关，要使配重重量与平衡臂和起重臂长度相匹配。
（4）在顶升前一定要检查电缆悬挂位置，使其能在电缆扣中滑动，防止顶升过
程中损坏电缆。
（5）顶升完后可以用本吊将套架及其顶升机构落到地面，压重形式和行走形式
时，将套架及顶升组件落到最下面标准节的最下方，并用锁靴（联接座）
锁紧。
（6）加节高度超过塔机的自由高度时，需加附着架时，顶升套架这套装置就不
必取下，仍安装在回转底架上。
（7）无论顶升或下降，必需保证顶升横梁上的挂靴与顶升块用安全楔锁紧，以
免挂靴脱落造成危险。如图 3-3-5 所示。锁靴（联接座）抬起后，必须套
入锁环，防止操纵杆回落，造成危险.
Ⅳ. CAUTIONS FOR TELESCOPING
(1) We strongly recommend that it is strictly forbidden to SLEW the jib, to
MOVE the trolley, to OPERATE the hoist winch (hoisting or lowering)
during telescoping.
(2) If the wind speed exceeds 13m/s, the crane is not allowed to be telescoped.
(3) The balancing position of the trolley is different according to the various length of
the jib. They depend in particular on the actual counter jib ballast weight. Make
sure that this ballast weight corresponds to the counter jib and jib lengths used.
(4) Check the suspension position of the cable before telescoping. Use cable pulling
grips in order to prevent the cable getting damaged during the telescoping.
(5) Put the telescopic cage and telescoping winch on the ground using this crane after
telescoping. If the crane is base ballasting type or traveling type, put the
telescopic cage and telescoping winch to the lowermost part of the lowest 7.5m
basic mast. Fix them by using lock shoes.
(6) Beyond its free height after telescoping, the crane must be fixed using the
anchorages. At this time it isn’t necessary to take the telescopic cage down. Keep
it on the slewing chassis as it is.
(7)It is a must to connect the cage shoes on the yoke to the lugs by means of the
safety wedge to avoid it falling off. See Fig. 3-3-5.After lifting the shoes, it is a
must to fit the locking ring in order to avoid the control lever falling off.
3A-14
STT293TOWER CRANE ERECTION MANUAL
第四章
投入使用
CHAPTER IV. PUTTING INTO SERVICE
一
立塔后进行检查
Checks To Be Carried Out After Erection ····································· 4A-2
二
折下引进梁 Dismounting The Monorails ······························ 4A-4
三
落下顶升套架 Lowering The Telescopic Cage····················· 4A-6
四
安装电源电缆 Fitting The Electric Supply Cable ················ 4A-9
4A- 1
STT293TOWER CRANE ERECTION MANUAL
一、 立塔后进行检查 CHECKS TO BE CARRIED OUT AFTER ERECTION
在投入使用前为了保证塔机能在正确的驱动及安全状况下进行工作。必须对塔机
进行各方面的检查。
An overall inspection should be carried out before putting the tower crane into
operation to guarantee the crane working and operating under correct driving system
and safety working situation.
有关部分
需进行的操作
Crane parts
Operations to be carried out
1． 检查轨面，防止障碍物阻止大车运行
Check that there are no obstacles on the track that may hinder the
crane traveling.
2． 检查缓冲器和限位开关（根据现行标准）
Check the fitting of the buffers and the limit switch ramps
大车行走 (according to the standards in force).
Traveling 3． 拆掉所有楔块和锚固装置。
Remove any wedges and anchorages.
4． 松开台车夹轨器。
Release the bogie rail clamps.
5． 保证运行机构电气连接完好。
Make sure that the traveling mechanisms are electrically connected.
1. 检查固定装置是否符合要求。
Check for correct fixing attachment
2. 检查一下非工作状态固定装置的紧固件。
底架
Check the fastenings for out of service anchorage, if any.
Chassis
3. 检查塔底下的输出电缆是否安装得当,以防造成损坏.
Check that the electric cables run correctly under the chassis in
order to avoid any damage.
检查梯子及护身栏的固定装置是否安全可靠，重新使用时要
通道
更换损坏件。特别是上一次使用后的锁定楔。
Access
Check for reliable fixing of the ladders and back loops, replace
all defective parts particularly the locking wedges before reusing
标准节
1. 检查标准节联接销轴的安装。
Check the fitting of the mast pinning shafts.
Mast
2. 检查电缆是否在沿塔身的电缆固定用钢丝绳上固结好了。
section
4A- 2
STT293TOWER CRANE ERECTION MANUAL
引进梁
Monorail
顶升套架
Telescopic
cage
司机室
Cab mast
上车部分
Upper part
润滑
Greasing
Check that the electric cables are correctly hooked on the cable
support rope.
3. 检查基础节上扶梯的接头是否安装好。
Check for proper fitting of the ladder joint on the basic mast.
1. 检查是否将引进梁折靠在标准节的一侧
Check whether the monorail has already been folding down
alongside the mast section.
1. 检查是否落下顶升套架
Check whether the telescopic cage has been lowered down.
2. 检查套架扶梯是否紧固
Check the fastening of the cage ladders.
1. 检查司机室是否连接可靠。
Check for proper connection of the operator’s cabin.
2. 确保通往塔顶撑架扶梯安装正确,可靠。
Make sure that the strut access ladder is fitted correctly.
1. 检查配重臂人行走道及扶手栏杆的安装。
Check the fitting of the counter jib’s catwalks and grab rails
2. 检查起升及变幅绳穿绕是否正确。
Check for proper reeving of hoist rope and trolley rope.
3. 检查小车检修平台是否安装好.
Check for proper fitting of the trolley inspection platform.
4. 检查塔头撑架销连接情况。
Check for proper pin-connection of the strut on cathead
5. 检查平衡臂配重的固定装置.
Check the counter jib ballast attachment.
6. 检查起升卷锁绳装置是否将钢绳锁固.
Check for proper locking of wire rope through rope locking device
of the hoist winch.
7. 检查通道上有无杂物,这些杂物在塔机运转中容易跌落。
Check whether the catwalks are cleared of all things, which could
fall down during the operation of the tower crane.
8. 检查安全绳是否已在起重臂和塔头撑架上安装好.
Check for the proper installation of the safety ropes on the jib and
the strut of the cathead.
按照使用说明，检查油线刻度及油脂润滑处。
Check the level and the scale of the grease line as well as the
greasing points according to the Operation Manual.
4A- 3
STT293TOWER CRANE ERECTION MANUAL
二、折下引进梁
为了不防碍小车在最小半径上运动，必须将引进梁折靠在塔机的一侧。
将引进钩安装到吊钩上换下起重吊钩，取下引进梁支撑板（1）上的销轴 a（φ
25）和 b（φ25）
，将引进梁支撑板折成垂直状态，销上销轴 a。如图 4-2-1。
先钩住第一根引进梁（2）
，卸下销轴 c（φ25）和销轴 d（φ25）。启动小车，向
臂尖方向运行，直至引进梁末端的钩子钩住销轴 b 为止，然后穿上销轴 a。
降下引进钩，使引进梁以销轴 a 为轴折靠于塔身的一侧，松开吊钩。接着重复上
述操作，折下另一只引进梁。
注：当引进梁需全部拆除以便在另一个塔机上使用时，应按如下所述继续上面的
操作：钩住引进梁上的圆钢（3）
，将引进梁提升呈水平状态。卸下销轴 a，再使
小车向外行驶，将第一根引进梁吊放在场地上，用同样方法拆卸下另一根引进梁，
并拆下引进梁支撑板（1）及销轴 a、b、c、d、e 以备再用。
卸下引进钩，装上 12 t / 18t 吊钩。
Ⅱ. FOLD DOWN THE MONORAILS
In order not to hinder the trolley manoeuvring on minimum radius, it is necessary to
fold down the monorails alongside the crane tower.
Equip telescoping hook instead of the hoisting hook. Take off shafts a（φ25）and b
（φ25）of the monorails support plates (1) and fold them down in vertical position ,
pin shaft a as shown in Fig. 4-2-1.
Hook up the first monorail (2), unpin shafts c（φ25）and d（φ25, trolley-out towards
the jib nose until the hook at the end of the monorail hooks with shaft b and then
insert shaft a.
Lower the special hook for telescoping, the monorail folds down alongside the mast
while take the shaft a as its axle, free the hook, and repeat the same operations for the
second monorail.
NOTE:
When the monorails are to be dismounted completely for use on another
tower crane, continue the aforementioned operations as follows:
Hook up the monorail by round (3), raise it in horizontal position, unpin shaft (a),
trolley-out and lower the first monorail to the ground. Proceed in the same way with
the second monorail and remove monorail support plates (1) and shafts a, b, c, d, e
for future re-use.
Take off the special hook for telescoping and equip with the 12t /18t lifting hook.
4A- 4
STT293TOWER CRANE ERECTION MANUAL
e
d3
c
e
c
2
1
b
a
d
3
1
b
a
Fig 4-2-1
4A- 5
2
STT293TOWER CRANE ERECTION MANUAL
三、落下顶升套架
（1）利用吊车将顶升横梁及油缸落到底部。
（2）将吊索绕在与油缸附件同水平的顶升套架后梁上。
（3）挑选一只适当长的吊索。
（4）将吊索打紧，但不要太紧。
（5）检查标准节是否紧固，是否与回转支承联接好。
（6）拆下联接顶升套架及回转支承的销轴。
（7）松开安全制动装置。
（8）为了安全地落下顶升架，顶升套架上不许站人，使用标准通道作业。
（9）放松钢丝绳，顶升架靠其自重下落。
Ⅲ、LOWERING THE TELESCOPIC CAGE
（3） Using a mobile crane to lower the telescoping yoke and the cylinder down to
the foot .
（4） Run a sling around the rear beam of the telescopic cage that is at the same level
as the cylinder attachment.
（5） Choose a proper sling.
（6） Tighten the sling but not too much.
（7） Check that the mast sections are bolted together and connected to the slewing
base.
（8） Remove shafts connecting the telescopic cage and the slewing base.
（9） Release the safety-braking device.
（10）In order to carry out the lowering operation safely, no personnel are allowed to
remain on the cage, and using standard access should carry out the operation.
（11）Slacken the rope; the cage must lower by the action of its dead weight.
4A- 6
STT293TOWER CRANE ERECTION MANUAL
注意：
在操作中应尽可能的均衡由吊索拉力所产生的侧向力，以防止顶升架沿塔
身下落受到阻碍。液压泵站的重量可维持这一平衡。
每一次通过顶升耳座时都要松开安全制动装置，然后继续落下顶升架，使
其落到基础节上的最低位置，但不要影响塔身通道，将顶升架用锁靴紧固在顶升
耳座上，取下液压泵站，连同油缸及顶升横梁一起在另处保存起来。
当您的塔机投入正常使用以前，请务必将顶升套架降至底部（如图 A）。如有
附着，请将顶升套架降至附着框架位置（如图 B）。
ATTENTION:
During this operation counterbalance as much as possible the lateral forces due to the
sling tension so as to prevent the telescopic cage from getting blocked on the mast .The
weight of the hydraulic pump contributes to this balance.
Release the safety-braking device whenever passing through the lugs and continue
lowering the telescopic cage until it reaches the lowest position on the basic mast
without, however, obstructing the mast access. Rest the telescopic cage on a set of lugs.
Lower down the hydraulic pump and store it away with the cylinder and the
telescoping yoke.
Before the tower crane is put into service, please lower the telescopic cage to the
ground (detail A). For the crane with anchor, please lower the telescopic cage to the
anchor (detail B).
A
B
4A- 7
STT293TOWER CRANE ERECTION MANUAL
Fig 4-3-1
4A- 8
STT293TOWER CRANE ERECTION MANUAL
四、安装电源电缆
在顶升中，电源电缆如图 4-4-1a 所示悬挂。当最后一节标准节安装完毕后，将
电源电缆如图 4-4-1b 所示安置。
打开平台上的通道门，松开电缆，使其能在电缆套（C）中滑动，并将该电缆扣
引进通道平台上的开口，销上通道门。
使用夹钳将电缆固定于旋转扶梯中部，为了防止电缆损坏，在所有地方都必须使
用电缆扣，这些电缆扣的连结点一头置于固定塔顶底部，另一头置于回转支承平
台底部。
Ⅳ、FITTING THE ELECTRIC SUPPLY CABLE
During telescoping the supply cable was suspended as shown in Fig. 4-3-1a. After
finishing the fitting of the last mast section, install the supply cable as shown in Fig.
4-3-1b.
Open the passage door on the access platform , slacken the electric cable by sliding it
in the cable pulling grip （C）and introduce the cable sling thus formed into the access
platform opening . Bolt passage door.
Using a clamp fix the cable in the middle of the turning ladder. In all cases, use cable
pulling grips in order to prevent the supply cable from getting damaged. The fixing
points of these cable pulling grips are located under the fixed upper slewing
mechanism for one end and under the slewing ring platform for the other end.
4A- 9
STT293TOWER CRANE ERECTION MANUAL
C
电缆 Supply cable
a
电缆 Supply cable
b
Fig. 4-4-1
4A- 10
STT293 TOWER CRANE ERECTION MANUAL
第五章
拆塔
CHAPTER V. DISMANTLING
一、引言 Introduction · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · 5A-2
二、拆卸前的准备工作 Preparing Before Dismounting · · · · · · · · · · 5A-3
三、拆塔 Dismounting · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · 5A-4
5A-1
STT293 TOWER CRANE ERECTION MANUAL
一、引言
拆塔工作完全可用辅助吊车来进行，在现场条件许可下，可部分的由起升卷扬
机构完成，这时要求暂不拆卸电气装置.
特别注意：
对于所拆卸的部件，如臂架、配重臂等必须遵守规章，以防止当拆开某一
部件时，塔机的其余部分有失去平衡的危险。
Ⅰ. INTRODUCTION
As far as the final stage of dismounting is concerned, this can be carried out entirely
by the auxiliary mobile crane. If site conditions permits, it can be carried out partly by
the hoist winch, which requires the electrical installations keep untouched.
IMPORTANT ADVICE:
For certain parts removed, such as the jib, counter-jib etc., security regulations must
be observed to prevent the other parts of the tower crane from unbalancing while
dismounting some certain part.
5A-2
STT293 TOWER CRANE ERECTION MANUAL
二、拆卸前的准备工作
（1）保证没有障碍物妨碍操作。
（2）联结好通往塔顶的爬梯。
（3）将顶升套架升至塔身顶部，并将其四个角销上。
（4）安装顶升套架附件，并注意以下几点：
a. 使油缸全部伸出并将顶升横梁销接于顶升耳座上。
b. 将顶升横梁装在自回转支承起的第五对顶升耳座上.
c. 将引进小车提升到引进梁上并将其固定在要拆掉的标准节上，将臂架
旋至顶升套架开口一侧。
Ⅱ. PREPARING BEFORE DISMOUNTING
（1）Make sure that there is no obstacle hindering the dismounting operations.
（2）Connect the cathead access ladder properly.
（3）Raise the telescopic cage to the top of the mast and pin-connect it at the 4
corners.
（4）Fit the telescoping accessories, considering the following points:
a. Extend the cylinder completely and pin-connect the telescoping yoke to the
lugs.
b. The telescoping yoke will be fitted on the 5th pair of lugs counting from the
cathead onwards.
c. Raise the mast lifting yoke onto the monorails and fix it onto the mast
section to be removed. Slew the jib to the open telescopic cage side.
5A-3
STT293 TOWER CRANE ERECTION MANUAL
三、拆塔 Dismounting
1、
降塔：按塔机顶升操作方法，依次将标准节拆下，遇有附着装置可将附着
装置拆下，使塔机处于顶升加节前的安装位置。
Dismounting : Dismount the mast section in turn according to the operate
telescoping methods, can be dismount anchorage device if came across, make
the crane at the erect position before telescoping.
2、
将小车固定在臂根处。
Fix the trolley on the foot of jib.
3、
拆除起升钢丝绳及塔机各电缆线。
Dismount the hoist rope and each cable of crane.
4、
严格按立塔时平衡臂及臂架相反的安装顺序及要求，依次拆除配重、平衡
臂及臂架。
As per counter jib and jib opposite erection sequence during erection strictly,
Dismount the counter jib ballast、counter jib and jib in turn.
5、
拆卸塔头及回转总成。
Dismount cat head and slewing assy.
6、 拆卸顶升套架
Dismount telescoping cage.
7、 拆卸标准节。
Dismount mast section.
8、 拆除压重及底架。
Dismount base ballast and chassis.
当所有零部件拆下后，应妥善保存，拆下后的零部件可在地面进行分解，
以便运输和保管。(以上部件的拆卸方法与安装方法相反)
After dismounted all spare parts, should be kept properly, the dismounted spare
parts can be disassembled on the ground, in order to travel and keep expediently.
(Dismounting method above parts is opposite to the erection method).
5A-4
STT293-1
150
98
207
地脚之间最大允许高度误差为±1mm
Max. permitted height tolerance between feet in any axis:±1mm
③挠曲钢筋 Bent bars
④挠曲钢筋 Bent bars
1774±0.5
ATTENTION:Check the anchoring feet
position in relation to the X and Y axes.
A
6.5×6.5 6400
Y
7.0×7.0 6900
7.5×7.5 7400
①
②
8.0×8.0 7900
150
A
16
16
16
206
2.1
16
16
235
1.7
16
16
270
1.5
16
16
307
1.3
L Φ20
250
150
40
40
L Φ16
40
B
①
②
450Φ20
2000
下支杆 Lower rods ②
①
40
上支杆 Upper rods
16
pB
Q
2
(t) (kg/cm )
3.0
173
全部测量单位为毫米。
ALL MEASUREMENS ARE IN MILLIMETRES
X
B
④
50°
2000
③
40
②
③
40
250
①
方格15x15cm
AxA
L
(m)
(mm)
6.0×6.0 5900
600
方格25x25cm
2000
1590
注意：检查固定脚X轴与Y轴的相对位置之关系。
40
1900Φ10
①
③
40
⑤
1460 1460
50° ④
40
450Φ20
⑤
40
④
②
IND NUMBER
DESIGN
DOC.NO.
SIGN
DATE
DATE
混凝土强度等级Concrete resistance：C30
混凝土比重Min. Concrete density：2400kg/cm3
钢筋Reinforing steel bar：
2级或2级以上螺纹钢 Equal or more than 2 class steel bar.
基础重量Weight of foundations：Qt
标高塔机所要求地耐力
Permissible ground pressure：pB
固定基础
Concrete block
钢筋混凝土
Reinforce concrete
STT293-1
DRAWING MARK
WEIGHT SCALE
1:65
PAGE
OF
YONGMAO
ST6014-5
3
比重 Density of blocks ：2.4ton/m ；
3
土壤抗压强度 Compressive stength of soil：20ton/m ；
A
3
5
330±2
M64
25
500
00
2
φ65
2500
A
500
600
-0.5
φ66
30
25
φ66
25
φ190
900
φ10
1
330±2
6
200
7
4
-0.5
φ140 -1.0
φ140 -1.0
2500
700
0
700
φ7
δ25
7
6
5
4
3
2
1
钢筋 φ10-2500
板 25x700x700
螺母 M64
挡圈
垫圈
丝杆
混凝土
QT6002-10-4
GB6170-86
QT6002-10-3
QT6002-10-2
QT6002-10-1
RP C O D E
48
1
1
1
1
1
1
Q345B
Q345B
45
N A M E Q'TY MATERIAL
压重基础
IND NUMBER
DESIGN
DOC.NO.
SIGN
DATE
Foundation for
base ballast crane
钢筋混凝土
DATE
Steel
Plate
Nut
Block washer
Washer
Screw
Concrete block
Q235-B
Q235-B
REINFORCED CONCRETE
SINGLE TOTAL
WEIGHT
REMARK
ST6014-5
DRAWING MARK
WEIGHT SCALE
120
PAGE
OF
YONGMAO
ST6014-3
150
1500
540
1500
4
3
1
100
3
4
2 500
8 900
4 2200
3 1600
1000
7200
8800
4800
"D" BASE BALLAST
材料
序号
MATERIAL
REP
(
)
1
2
Q235-B
3
4
D形压重
此压重块为ST60/15、ST70/30及ST55/20通用。
每种分别成对制作，两种数量相同。数量由塔机高度而定，参见说明书。
This block is used by ST60/15,ST70/30 and ST55/20.
Every kinds of block is made in pairs,the quantity is same.
The quantity depends on the tower crane height ,see the manual.
0
R3
220
比重 Density of blocks：2.3ｔ/ｍ
3
IND NUMBER
DESIGN
直 径 数 量 单件长 总 长 度
DIAMETER Q ' T Y SINGLE TOTAL
LENGTH LENGTH
40
10
10
10
2 500
8 900
4 2200
3 1600
1000
7200
8800
4800
型式
材料
TYPE
MATERIAL
(
Q235-B
)
C形压重 "C" BASE BALLAST
220
混凝土块重量 Weight of blocks：2500Kg；
115
0
R3
R10
40
10
10
10
型式
TYPE
R30
R20
R10
DOC.NO.
混凝土块重量 Weight of blocks：2800Kg；
比重
220
1
2
直 径 数 量 单件长 总 长 度
DIAMETER Q ' T Y SINGLE TOTAL
LENGTH LENGTH
115
REP
R20
4
500
序号
R30
3
100
500
220
2
750
250
2
250
1
750
750
450
750
420
250
540
420
540
900
500
250
540
150
450
900
500
SIGN
DATE
DATE
Density of blocks：2.3ｔ/ｍ
压 重 块
BASE BALLAST
钢筋混凝土
REINFORECED CONCRETE
3
ST6014-3
DRAWING MARK
PAGE
WEIGHT SCALE
OF
YONGMAO
2480
1165
220
380
20 x 45°
65
150
150
180
250
320
30
65
5
1195
1175
925
4
190
2
2270
50
325
1
340
110
315
105
75
10
3
A
370
9
50
5
8
A
150
80
1 : 6
190
0
395 -2
7
65
80
1570
6
320
No.9：1070
No.7：1470
横向框
Horizontal Frame
300
纵向框
Vertical Frame
No.4：1080
No.5：2150
No.8：210
No.6：1000
技术要求Technical specification
1、配重偏差Tolerance：4000±1%
2、平面度Flatness：±1
3、混凝土强度Concrete strength：C30
10
9
8
7
6
5
4
3
2
1
T742719-1-10
T742719-1-9
T742719-1-8
T742719-1-7
T742719-1-6
T742719-1-5
T742719-1-4
T742719-1-3
T742719-1-2
T742719-1-1
圆钢φ50x800
圆钢φ10x2940
圆钢φ10x1220
圆钢φ10x3740
圆钢φ10x2840
圆钢φ10x5140
圆钢φ10x3000
圆钢φ80x750
圆钢φ25x150
圆钢φ50x365
1
14
1
7
1
8
4
2
2
2
序号
代号
名称
数量
RP
CODE
NAME
Q'TY M A T E R I A L
IND NUMBER
DESIGN
DOC.NO.
SIGN
DATE
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
12.3
1.7
0.49
2.18
1.63
3.05
1.725
29.6
0.57
5.77
材料
配重块
Counter weight block
单件 总计
重量
S.W T.W
WEIGHT
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
bar
bar
bar
bar
bar
bar
bar
bar
bar
bar
备注
REMARK
T742719-1
DRAWING MARK
WEIGHT SCALE
4000
PAGE
DATE
12.3
23.8
0.49
13.08
1.63
18.30
6.900
59.2
1.14
11.54
OF
YONGMAO
2480
1165
150 150
380
705
685
65
190
30
325
1170
4
227.5
150
150
110 370
9
10
2
A
80
8
750
6
0
7
1
φ50
3
75
340
315
φ80
φ25
800
50
φ50
225
5
435
200
250
52.5
220
395 -2
1570
A
1 : 6
320
No.7：1470
横向框
Horizontal frame
300
纵向框
Vertical frame
No.4：600
No.5:1055
No.8：210
No.6：390
技术要求Technical specification
1、配重偏差Tolerance：2000±2%
2、平面度Flatness：±1
3、混凝土强度Concrete strength：C30
No.9：1070
10
9
8
7
6
5
4
3
2
1
T742719-1-10
T742719-1-9
T742719-1-8
T742719-1-7
T742719-2-3
T742719-2-2
T742719-2-1
T742719-1-3
T742719-1-2
T742719-1-1
圆钢φ50x800
圆钢φ10x2940
圆钢φ10x1220
圆钢φ10x3740
圆钢φ10x1620
圆钢φ10x2950
圆钢φ10x2040
圆钢φ80x750
圆钢φ25x150
圆钢φ50x370
1
8
1
2
1
8
2
2
2
2
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
序号
代号
名称
数量
RP
CODE
NAME
Q'TY M A T E R I A L
材料
配重块
Counter weight block
IND NUMBER
DESIGN
DOC.NO.
SIGN
12.3
1.7
0.49
2.18
1.0
1.82
1.26
29.6
0.57
5.77
单件 总计
重量
S.W T.W
WEIGHT
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
bar
bar
bar
bar
bar
bar
bar
bar
bar
bar
备注
REMARK
T742719-2
DRAWING MARK
WEIGHT SCALE
2000
DATE
PAGE
DATE
12.3
13.6
0.49
4.36
1.0
14.56
2.52
59.2
1.14
11.54
OF
YONGMAO
2150
1000
4
137.5
150
10
11
150
380
110
φ50
9
150
75
150
3
715
30
50
310
290
φ50
190
φ80
380
325
200
65
250
210
50
150
5
A
5
8
65
80
6
370
7
0
395 -2
1570
2
1
320
A
No.10：905
No.9：630
No.7：1470
横向框
Horizontal frame
300
纵向框
Vertical frame
No.4：150
No.5:600
技术要求Technical specification
1、配重偏差Tolerance：1000±2%
2、平面度Flatness：±1
3、混凝土强度Concrete strength：C30
No.6：240
No.8：210
1 : 5
11
10
9
8
7
6
5
4
3
2
1
T742719-1-10
T742719-3-4
T742719-3-3
T742719-1-8
T742719-1-7
T742719-3-2
T742719-2-1
T742719-3-1
T742719-1-3
T742719-1-2
T742719-1-1
圆钢φ50x800
圆钢φ10x2610
圆钢φ10x2060
圆钢φ10x1220
圆钢φ10x3740
圆钢φ10x1320
圆钢φ10x600
圆钢φ10x1140
圆钢φ80x750
圆钢φ25x150
圆钢φ50x370
1
4
2
1
2
1
8
4
2
2
2
序号
代号
名称
数量
RP
CODE
NAME
Q'TY M A T E R I A L
IND NUMBER
DESIGN
DOC.NO.
SIGN
DATE
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
12.3 1 2 . 3 Round
Round
Round
0.49 0 . 4 9 Round
2.18
Round
Round
1.26
Round
Round
29.6 5 9 . 2 Round
0.57 1 . 1 4 Round
5.77 11.54 Round
材料
配重块
Counter weight block
单件 总计
重量
S.W T.W
WEIGHT
备注
REMARK
T742719-3
DRAWING MARK
WEIGHT SCALE
1000
PAGE
DATE
bar
bar
bar
bar
bar
bar
bar
bar
bar
bar
bar
OF
YONGMAO
Fushun Yongmao Construction Machinery Co., Ltd.
Add.
Tel.
Fax.
Postcode
Website
E-mail
：
：
：
：
：
：
No. 3 Yuanda Road, Shuncheng District, Fushun, Liaoning, P.R. China
86-413-7648899，7649988
86-413-7649999
113126
http//www.yongmao.com.cn
[email protected]
Manufacture License of Special Equipment No.：TS2410592－2008
20060228
TOWER CRANE
一、塔机安装说明
I. ERECTION MANUAL
抚顺永茂建筑机械有限公司
Fushun Yongmao Construction Machinery Co. Ltd.
前 言
尊敬的用户：
感谢并欢迎您选用抚顺永茂建筑机械有限公司生产的
ST 系列塔式起重机。
在安装和使用本公司生产的 ST 系列塔机之前，请详细阅
读本说明书的有关内容。（说明书包括三个部分，即：一、塔
机安装说明；二、操作维护指南；三、产品配件手册）
如您在安装使用过程中遇到任何问题，请及时与我公司技
术部联系。
公司地址：辽宁省抚顺市顺城区瑗大路 3 号
电话：86-413-7648899 7649988 7648989
传真：86-413-7649999
随着国内外塔机技术的不断更新与改善，我们也会经常对
本公司的产品进行革新和改造。因此，本说明书所列的技术参
数如有更改，恕不另行通知。
本手册中详细介绍了 STT293 塔吊各部结构，安装、操作、维
护等用户使用所需资料。在您使用永茂公司生产的 STT293 塔
吊之前，请认真阅读该手册，若仍有不清之处，敬请与本公司
联系。
本公司向用户说明如下：
1、本公司产品保修期自塔吊出厂之日算起六个月。该塔
吊应按规定的工作级别使用。
2、在保修期内公司负责保修因制造缺陷损坏的零部件。
3、本公司不负责易损件的保修，但可提供更换服务。
4、因用户不按本手册中所述规程操作或不给塔机定期维
护和保养而造成塔机损坏及安全事故，本公司不负任何责任。
5、因电网电压不符合要求及自然灾害造成的零部件损坏，
责任自负。本公司可有偿提供配件及服务。
6、该塔吊工作环境温度：- 200C — 400C，最大工作风速
为 20m/s，工作级别：A3。
重要说明：寒冷地区（-20°C 以下）用户冬季施工请严格遵
守说明书中塔机工作环境要求，否则一切后果自负。
FORWARD
Dear Valued Customer:
It is highly appreciated and warmly welcome to your kind
purchase of ST series tower crane manufactured by Fushun
Yongmao Construction Machinery CO., Ltd.
Before your installation and operation of our company’s ST series
tower crane, do please read the relevant contents of this Operation
Manual carefully. (This Operation Manual is composed of three
parts: Ⅰ.Erection Manual; Ⅱ. Operation & Server Manual; Ⅲ.
Spare Parts Handbook).
Any
problem
occurred
during
the
installation
and
the
operation ,do please contact with our company’s Technical
Department without any hesitation.( Company Address: No.3
Yuanda Road, Shuncheng District, Fushun, liaoning, China,
Telephone No.: 86-413-7648899, Fax No.: 86-413-7649999)
With the continuous technical updating and product improvement
on tower crane both at home and abroad, we will innovate and
modify our product timely. Therefore, the technical specifications
listed here in this Operation Manual is subject to modifications
without notice.
This Operation Manual has provided detailed instruction on each
and every parts and structures of STT293 tower crane including
instruction on the installation operation and maintenance of the
machine. It is strongly recommended that you should read this
Operation Manual carefully before using Yongmao’s STT293
tower crane. Please contact with us at any time if you encounter
any questions or problems concerning the machine.
Important Notice
1/The guaranteed period of our product is six month from the date
of delivery .The tower carne should be used strictly according to
the grade regulation of tower crane.
2/During the guaranteed period, our company will be responsible
for the damages occurred on the parts and components owing to
the manufacturing defects and workmanship.
3/Our company will not be responsible for the guarantee of the
easy-worn parts but will provide service on replacement.
4/Our company will not be responsible for the damages on the
tower crane caused by rude operation and neglect on periodical
maintenance.
5/Our company will not be responsible for the damages on the
parts and components caused by natural disaster and
unconformity with the requirement on electric power voltage.
6/The operation environmental temperature of the tower crane
is : -20°C～40°C; The Max. operating wind speed is 20m/s; and
the operation grade of the machine is A3.
Warning to End Users within cold Area (below 20°C)
All of the instructions and requirements stipulated in this
Operation Manual must be observed strictly if the machine is to
operate during winter time. Otherwise, all the loss and bad results
thus caused will be borne by the user.
STT293 TOWER CRANE OPERATION MANUAL
目
录
TABLE OF CONTENTS
第一部分
PART I.
安装使用说明
ERECTION MANUAL
第一章 塔机参数 TOWER CRANE PARAMETER·············· 1A-1
第二章 塔机总装 ERECTION ·················································· 2A-1
第三章 顶升 TELESCOPING··················································· 3A-1
第四章 投入使用 PUTTING INTO SERVICE ······················· 4A-1
第五章 拆塔 DISMANTLING··················································· 5A-1
附Attached： 1/
2/
3/
4/
固定基础Concrete blocks for fixing angles STT293-1
压重基础Concrete blocks for chassis ST6014-5
压重块Base ballast ST6014-3
配重块Counter-jib ballast T742719-1 T742719-2 T742719-3
STT293 TOWER CRANE OPERATION MANUAL
第二部分
PART II.
操作维护指南
OPERATION AND SERVICE
第一章 塔机参数 TOWER CRANE PARAMETER·············· 1B-1
第二章 塔机安全规则
THE SAFETY RULES OF THE CRANE··················· 2B-1
第三章 操作 OPERATION ························································· 3B-1
第四章 塔机的供电及电源原理图
ELECTRIC SUPPLY AND DIAGRAMS ··················· 4B-1
第五章 起升机构 HOISTING WINCH···································· 5B-1
第六章 回转机构 SLEWING MECHANISM ························· 6B-1
第七章 变幅机构 TROLLEYING WINCH····························· 7B-1
附 Attached: 电气图 Electric diagram
第八章 安全装置 SAFETY DEVICE ······································· 8B-1
第九章 液压系统 HYDRAULIC SYSTEM ····························· 9B-1
第十章 起重机械用钢丝绳安装检验规范
FIXING AND TESTING RULES FOR ROPE··········· 10B-1
第十一章回转支承 SLEWING RING ······································· 11B-1
第十二章塔机保养 MAINTENANCE········································ 12B-1
STT293 TOWER CRANE OPERATION MANUAL
第三部分
PART III.
产品配件手册
SPARE PARTS HANDBOOK
一
固定脚 FIXING ANGLES ·················································· C-2
二
行走底架 TRAVELING BOGIE········································ C-3
三
底盘 CHASSIS ····································································· C-7
四
过渡节 7.5m BASIC MAST················································ C-9
五
标准节 MAST······································································· C-10
六
顶升套架 JACKING CAGE··············································· C-11
七
顶升机构 HOISTING WINCH ·········································· C-14
八 下回转支座 LOWER SLEWING SUPPORT ···················· C-15
九 上回转支座 UPPER SLEWING MECHANISM··············· C-17
十 司机室节 CAB MAST··························································· C-19
十一 塔头 CAT HEAD ······························································· C-21
十二 平衡臂 COUNTER JIB····················································· C-23
十三 排绳装置 ACCESSORIES ··············································· C-27
十四 提升装置 LIFTING DEVICE ·········································· C-28
十五 起重臂 JIB ·········································································· C-30
十六 变幅小车 TROLLEY ························································ C-35
十七 吊钩 PULLEY BLOCK ···················································· C-38
十八 起升机构 HOISTING WINCH ········································ C-40
十九 变幅机构 TROLLEY WINCH········································· C-52
二十 回转减速器 SLEWING REDUCER ······························· C-56
二十一 拉杆总成 CONNECTING ASSEMBLY ····················· C-59
STT293 TOWER CRANE ERECTION MANUAL
第一章
概述
CHAPTER I. General Instruction
一、性能表 Characteristics Table ···················································· 1A-2
二、场地准备 Preparing The Site·················································································1A-6
1、场地与空间 Space Requirements For Erection······································· 1A-6
2、轨道 Track······························································································· 1A-18
3、接地 Earthing ·························································································· 1A-31
三、固定脚基础 Concrete Blocks For Fixing Angles ························ 1A-33
1、准备条件 Preparation Conditions ··························································· 1A-33
2、地基承压力及基础选择
Ground Pressure And Choice of Concrete Blocks ··································· 1A-34
3、固定脚尺寸 Dimensional Characteristics Of The Fixing Angles············ 1A-35
4、安装固定脚 Fitting The Fixing Angles ··················································· 1A-36
5、固定脚基础 concrete blocks for fixing angles ········································ 1A-38
四、压重 Base Ballast ·····································································································1A-39
1、引言 Introduction ···················································································· 1A-39
2、压重构造 Ballast Block Details ······························································ 1A-40
五、配重 Counter-jib Ballast··························································································1A-42
1、引言 Introduction ···················································································· 1A-42
2、配重外形尺寸 Dimension Of Counter-jib Ballast ·································· 1A-43
六、附着 Anchorages To The Building··········································································1A-45
1、引言 Introduction ···················································································· 1A-45
2、说明 Instructions ····················································································· 1A-46
3、塔机及其附着 Crane Towers And Anchorages······································· 1A-47
4、安装附着框 Fitting The Anchorage Frame ············································· 1A-49
1A-1
STT293 TOWER CRANE ERECTION MANUAL
一、性能表 Characteristics Table
2 0 .2 m
7 6 .0 m
18t
74m
3.6m
3 .5 m
18t
2 .7 t
70m
64m
60m
54m
40m
3 .7 t
4 .0 t
4 .6 t
50m
44m
3 .0 t
5 .3 t
7 .0 t
8 .0 t
6x6m
Fig.1-1-1a
Table 1-1-1a
R
74
70
64
60
54
50
44
40
倍率
Fall
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
Ⅳ
Ⅱ
R(max)
m
14.3
25.9
14.6
26.7
15.7
29.1
15.6
29.1
15.7
29.6
16.3
31.0
18.2
35.0
18.5
35.9
C(max)
t
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
18.00
9.00
30
34
40
44
50
54
60
64
70
74
7016
7660
7420
7920
8300
8800
8300
8800
8400
8900
8600
9000
10100
9000
10350
9000
6160
6660
6390
6890
7080
7580
7360
7860
7230
7730
7640
8140
8750
9000
9000
9000
5050
5550
5250
5750
5830
6330
5840
6340
5950
6450
6300
6800
7280
7780
7500
8000
4480
4980
4660
5160
5190
5690
5200
5700
5300
5800
5620
6120
6500
7000
3800
4300
3960
4460
4420
4920
4430
4930
4520
5020
4800
5300
3430
3930
3580
4080
4010
4510
4020
4520
4100
4600
2980
3480
3110
3610
3490
3990
3500
4000
2720
3220
2840
3340
3200
3700
2390
2890
2500
3000
2200
2700
1A-2
STT293 TOWER CRANE ERECTION MANUAL
H
209.65m
H(m)
19 64.15
18 61.15
17 58.15
16 55.15
15 52.15
14 49.15
13 46.15
12 43.15
11 40.15
10 37.15
9 34.15
8 31.15
2x2m 7 28.15
L69B1 6 25.15
5 22.15
4 19.15
3 16.15
2 13.15
1 10.15
H(m)
49.1m
57
56
55
54
53
52
57
56
55
54
157.5m
53
52
45
44
43
42
41
40
45
44
43
121.5m 42
41
40
45
44
43
42
41
40
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
20
2.0x2.0m 19
18
L69B1 17
16
21
20
19
49.5m 18
17
16
21
20
19
18
49.5m
17
16
21
20
19
18
49.5m
17
16
21
20
19
18
17
16
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
H
137.65m
H
101.65m
2x2m
L69B1
3m
H
62.65m
3m
1.5m
3m
69
68
67
66
65
64
H
173.65m
3m
20 62.65
19 59.65
18 56.65
17 53.65
16 50.65
15 47.65
14 44.65
13 41.65
12 38.65
11 35.65
10 32.65
9 29.65
8 26.65
2x2m 7 23.65
L69B1 6 20.65
5 17.65
4 14.65
3 11.65
2 8.65
1 5.65
H
H(m)
6x6m
图 1-1-2a
F2
F3
表 1-1-2a
F1
F2
F3
195t
122t
191t
187t
F1
105t
117t
工作状态支反力
Reaction in service
103t
117t
非工作状态支反力
整机自由高度重量 （不含平衡重及压重重量）
reaction out of service
weight for free height (not include weight of
counterweight and weight of blocks)
塔机机构主要性能参数 Mechanisms Specifications
Table 1-1-3a
名称
Name
机构代号
code
提升
Hoisting
75LFV45
变幅
Trolleying
回转
Slewing
18t
m/min
t
m/min
t
0—38
0—46
0—76
9.0
6.0
3.0
0—19
0—23
0—38
18.0
12.0
6.0
Kw
550m
>550m*
75
7.5DFV08
0→69
7.5
RTC290
0—0.8 rpm
2 x 145N.m
YMD100
0—0.8 rpm
2x10.5
*此种情况同制造厂协商 Consult us
1A-3
STT293 TOWER CRANE ERECTION MANUAL
2 0 .2 m
7 6 .0 m
74m
12t
3.6m
12t
3 .5 m
2 .7 t
70m
64m
60m
54m
40m
3 .7 t
4 .0 t
4 .6 t
50m
44m
3 .0 t
5 .3 t
6 .5 t
7 .5 t
6x6m
Fig. 1-1-1b
Table1-1-1b
R
74
70
64
60
54
50
44
40
倍率
R(max)
m
C(max)
t
30
34
40
44
50
54
60
64
70
74
Ⅳ
20.2
12.0
7500
6160
5045
4480
3800
3430
2975
2720
2390
2200
Ⅱ
37.3
6.0
6000
6000
5545
4980
4300
3930
3475
3220
2890
2700
Ⅳ
20.7
12.0
7720
6390
5245
4655
3955
3575
3105
2840
2500
Ⅱ
38.5
6.0
6000
6000
5745
5155
4455
4075
3605
3340
3000
Ⅳ
22.3
12.0
8430
7245
5830
5185
4420
4005
3490
3200
Ⅱ
41.9
6.0
6000
6000
6000
5685
4920
4505
3990
3700
Ⅳ
22.1
12.0
8370
7195
5840
5195
4430
4015
3500
Ⅱ
42.0
6.0
6000
6000
6000
5695
4930
4515
4000
Ⅳ
22.3
12.0
8460
7275
5950
5300
4020
4100
Ⅱ
42.7
6.0
6000
6000
6000
5800
5020
4600
Ⅳ
23.2
12.0
8880
7645
6265
5620
4800
Ⅱ
44.8
6.0
6000
6000
6000
6000
5300
Ⅳ
25.9
12.0
10100
8715
7170
6500
Ⅱ
44.0
6.0
6000
6000
6000
6000
Ⅳ
26.4
12.0
10345
8930
7500
Ⅱ
40..0
6.0
6000
6000
6000
1A-4
STT293 TOWER CRANE ERECTION MANUAL
H
209.65m
H(m)
H
173.65m
57
56
55
54
157.5m
53
52
45
44
43
42
41
40
45
44
43
121.5m 42
41
40
45
44
43
42
41
40
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
20
2.0x2.0m 19
18
L69B1 17
16
21
20
19
49.5m 18
17
16
21
20
19
18
49.5m
17
16
21
20
19
18
49.5m
17
16
21
20
19
18
17
16
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
H
101.65m
H
62.65m
3m
6x6m
F2
F3
69
68
67
66
65
64
57
56
55
54
53
52
H
137.65m
3m
3m
19 64.15
18 61.15
H(m)
17 58.15
49.7m
16 55.15
15 52.15
14 49.15
13 46.15
12 43.15
11 40.15
10 37.15 2x2m
9 34.15 L69B1
8 31.15
2x2m 7 28.15
L69B1 6 25.15
5 22.15
4 19.15
3 16.15
2 13.15
1 10.15
1.5m
3m
20 62.65
19 59.65
18 56.65
17 53.65
16 50.65
15 47.65
14 44.65
13 41.65
12 38.65
11 35.65
10 32.65
9 29.65
8 26.65
2x2m 7 23.65
L69B1 6 20.65
5 17.65
4 14.65
3 11.65
2 8.65
1 5.65
H
H(m)
Fig.1-1-2b
F1
Table 1-1-2b
F2
195t
191t
F3
122t
187t
F1
105t
117t
工作状态支反力
103t
117t
非工作状态支反力
整机自由高度重量 （不含平衡重及压重重量）
塔机机构主要性能参数 Mechanisms Specifications
名称
Name
机构代号
Code
提升
Hoisting
55LFV30
变幅
Trolleying
回转
Slewing
12t
m/min
t
m/min
t
0—44
0—53
0—88
6.0
4.5
1.5
0—22
0—27
0—44
12.0
9.0
3.0
Kw
570m
>570m*
55
DTC185
0→68
185N.m
RTC290
0—0.8 rpm
2x 145N.m
YMD100
0—0.8 rpm
2x10.5
* 此种情况同制造厂协商 Consult us
1A-5
STT293 TOWER CRANE ERECTION MANUAL
二、 场地准备
1、 场地与空间
1）说明
本部分载有塔机的空间要求尺寸。
它由两部分组成：
1.1) 标有主要尺寸的整体塔机简图。
1.2) 塔机各主要部件尺寸及重量
以上所给尺寸较详细，可保证立塔精确无误。
注：所给尺寸只是理论上的尺寸，并没有考虑有无载荷时的变形因素。
Ⅱ．PREPARING THE SITE
1． SPACE REQUIREMENTS FOR ERECTION
1)
Introductions
This brochure contains the dimensions for the space requirements of the crane.
It is composed of two groups:
1.1) The general crane layout with the main dimensions
1.2) The crane is represented in three parts:
a) Fixing angles and chassis
b) Mast tower
c) Cathead
The dimensions are detailed in such a way that the setting up of the machine can be
prepared in a more precise and complete manner.
ATTENTION: The indicated dimensions being theoretical, especially they do not
take into account the deformations without load or with load.
1A-6
STT293 TOWER CRANE ERECTION MANUAL
2）整机 COMPLETE CRANE
19.2m
74.0m
2.1m
18
19
17
16
11
9
8
10
6
7
15
13
12
14
5
2.0x2.0x3.0m
2
2.0x2.0x3.0m
3
1
4
6x6m
图 1-2-1
序号
NO.
1
2
3
4
名称
Name
序号
NO.
固定脚（固定式）Fixing angle
压重架（压重式或行走式）
Base ballast support (base ballast or
traveling)
压重（压重式或行走式,用户自备）
Base ballast (base ballast or
traveling prepare by user)
行 走 台 车 （ 行 走 式 ） Traveling
bogie(traveling)
名称
Name
11
塔头 Tower head
12
臂架 Jib
13
变幅机构 Trolley mechanism
14
变幅小车 Trolley
5
标准节 Mast section
15
吊钩总成 Hook assy.
6
顶升套架 Telescoping cage
16
平衡臂 Counter jib
7
顶升机构 Telescoping mechanism
17
提升机构 Hoisting mechanism
8
下回转 Lower slewing
18
电控系统 Electric control system
9
上回转 Upper slewing
19
平衡重（用户自备）Counterweight
(Prepare by user)
1A-7
STT293 TOWER CRANE ERECTION MANUAL
3）主要部件尺寸及重量 Dimension and weight
2045
a,固定脚 FIXING ANGLES
40
0
4x235kg
400
图 1-2-2
1150
b,行走台车（含机构）Traveling bogie (include outfit)
11
70
4x610kg
1050
Fig 1-2-3
1A-8
STT293 TOWER CRANE ERECTION MANUAL
c, 压重底架 Base ballast chassis
7248
3190
3690
4340
6000
3690
3190
12372kg
6000
7160
注：重量不含压重块及行走台车
Note: weight not include base ballast blocks and traveling bogie
底架纵梁
Side member for chassis
6900
基础节
Basic mast
3600kg
2500
2402kg
168kg
2480
710
640
1150
2X1452kg
水平撑杆
Strut tie
240
底架横梁
Cross beam for chassis
240
7140
斜撑杆
Diagonal strut
2440
518kg
梯子
ladder
332
40kg
4445
Fig1-2-4
1A-9
370
3140
349
3800
2500
STT293 TOWER CRANE ERECTION MANUAL
d, 塔身 Mast
20
00
3305
1906kg
2000
联接角钢
Connect angle iron
4x425kg
休息平台
Resting platform
42
2
1420
77kg
72
4
10
0
100
3300
2x21kg
1038
塔节片 mast section
1950
1950
梯子（两环）ladder
梯子（四环）ladder
31kg
71
71
6
6
3050
3050
29kg
849
梯子架 ladder support
849
Fig 1-2-5
1A-10
3kg
STT293 TOWER CRANE ERECTION MANUAL
e, 顶升套架 Telescoping cage
43
00
7260
5170kg
4044
顶升套架
Telescoping cage
套架前门
Front door
474kg
上部侧平台
Side platform
of upper
上部后平台
Rear platform
Of upper
110kg
80kg
3223kg
830
29
3
2710
29
3
862
20
2550
8
2861
3700
2216
24
66
7260
下部前平台
Front platform
Of lower
80kg
下部侧平台
Side platform
Of lower
110kg
下部后平台
Rear platform of
lower
2710
4300
5kg
210
2216
Fig.1-2-6
1A-11
29
3
924
29
1000
24
9
400
2520
14kg
工艺支杆
Safty stud
梯子
Ladder
5100
172kg
支杆
Stud
106
支梁
Support
862
930
29
3
3
2710
85kg
331
53kg
STT293 TOWER CRANE ERECTION MANUAL
f, 回转总成 Slewing assy.
2500
24
9
4
2247
7154kg
下回转 Lower slewing
上回转 Upper slewing
2453kg
21
60
24
94
1092
805
2884kg
2500
2494
引进梁 Monorail
引进小车 Trolley
129kg
84
6
351
32
0
545
131kg
2082
4425
Fig.1-2-7
1A-12
STT293 TOWER CRANE ERECTION MANUAL
5369
g,塔头 Cat head
28
87
4260kg
3530
司机室 Cabin
司机室平台 Platform
of cabin
1908
240kg
7
1427
700kg
13
00
2050
5369
3223kg
43
塔头节 Cathead2500
28
87
2942
平台 platform
上部梯子 upper ladder
590
100kg
下部梯子 lower ladder
16kg
1361
92
50
1992
30
0
1146
9kg
1970
上部梯子护罩 housing
支杆 Lnk
335
护栏 Grab rail
9kg
8kg
19kg
655
护栏 Grab rail
1008
1017
1
11
96
65
8
966
12kg
1113
1254
Fig.1-2-8
1A-13
1454
STT293 TOWER CRANE ERECTION MANUAL
h,臂架 Jib
2479
14
00
22000kg
74885
T2112-3 臂架 jib
T2112-4 臂架 jib
4059kg
3232kg
10351
2430
2480
10299
1400
T2112-5 臂架 jib
1400
T2112-6 臂架 jib
10259
2101kg
2600kg
T2112-7 臂架 jib
1770
1400
2350
2395
10231
1400
T2112-8 臂架 jib
1622kg
1240kg
10168
1730
1750
10223
1400
1400
1A-14
STT293 TOWER CRANE ERECTION MANUAL
T2112-9 臂架 jib
T2112-10 臂架 jib
958kg
315kg
4118
1715
1726
10158
1400
1400
臂端滑轮架 pulley support
110kg
383
603
T2112-11 臂端节 jib nose
775
1400
1180
724
163kg
臂尖拉杆 tie bar
滑轮架 pulley support
30kg
618
126
230
1676
Fig.1-2-9
1A-15
210
30kg
STT293 TOWER CRANE ERECTION MANUAL
i,变幅小车及吊钩 Trolley and hook
前车架 front trolley support
后车架 rear trolley support
369kg
1240
1240
342kg
1596
1866
1866
1596
维修吊栏 basket
紧绳搬手 spanner
9kg
1630
80
45kg
620
1173
600
前卡块 front lock
后卡块 rear lock
5kg
93
93
5kg
500
135
135
500
吊钩 hook
板钩 special hook
1767
140
32
0
1743
1130
555kg
Fig.1-2-10
1A-16
166
10kg
STT293 TOWER CRANE ERECTION MANUAL
j,平衡臂 Counter jib
T2116-2 平衡臂 counter jib
T2116-3 配重臂 counterweight jib
6243kg
3252kg
2551
2430
8351
2200
1700
护栏 grab rail
11516
护栏 grab rail
12kg
1000
1000
20kg
1674
3852
Fig.1-2-11
1A-17
STT293 TOWER CRANE ERECTION MANUAL
2. 轨道
1) 轨道选择
路轨尺寸必须适应下列要求：
轨道 ：
a) 轨距
b) 由塔机高度决定的台车轮压
轨距和最大台车轮压；
地面 ：
地面承压力均匀。
轨道类型 ：
混凝土轨枕轨道
木枕轨道
2.
TRACK
1)
CHOOSING THE TRACK
The track dimensions must correspond to the requirements imposed either by：
the material which determines
a)
the rail width
b)
a pressure per bogie depending on the working height of the crane.
The rail width and the maxi bogie pressure are shown on the following table and in
the data sheet.
or by the ground.
Homogeneity or non homogeneity of its pressure.
Types of tracks
Two types of tracks are possible, i,e：
·Track on concrete strips
·Track on wooden sleepers
1A-18
STT293 TOWER CRANE ERECTION MANUAL
2) 轨道铺设
所用轨道：
钢轨断面必须适于支撑行走轮，轨冠最大宽度为 70mm。应使用标准钢轨和
附件。
用户应根据不同的轨—枕联接方式，按最大水平力和垂直力选择钢轨其他断
面尺寸。
水平力大约为垂直力的 10%。
2) Track laying
RAIL TO BE USED：
The rail section must be suitable for the wheels it supports；Maximum head width
70mm.The best rail to use is one which is slightly worn as this has a good bearing
surface. It is preferable to use standardized material (rails and accessories) as shown
in the table below.
The user must choose the other dimensional characteristics of the rail according to
how latter will be connected to the concrete strips or to the broad flanged girder (HEB)
and according to the maximum vertical or horizontal reactions.
The horizontal reaction amounts to about 10% of the vertical reaction.
GoodSlightly worn rail
好—稍有磨损
(a)
New railPoor bearing surface
新轨—接触面小
(b)
Over worn rail
磨损太大
(c)
Fg.1-2-6
1A-19
Worn on one side
单侧磨损
(d)
STT293 TOWER CRANE ERECTION MANUAL
轨道应进行认真设计和铺设：
—纵向和横向完全水平。
—安装在坚硬的基础上。
—两轨平直，两轨平行。
—全长上使用同一型号的钢轨。
—至少在距轨端 1m 处，安装停止器。
—正确接地 (按本国标准考虑) 。
—立塔所需最短轨道长度见《立塔场地尺寸》部分。
轨道中间应填平到轨脚面高度，以便现场塔机正常行走。
(给出后面的图仅是作为一种说明，它们只用于承压力 20N/cm2 的均匀土壤。用
户负责铺设水平轨道，要求轨道能够承受最大台车反力而不引起局部下沉)
The track must be carefully designed and laid. It must be：
-perfectly horizontal ( longitudinally and transversely.)
-well bedded down on a solid base.
-perfectly straight and with the rails absolutely parallel.
-made up of the same type of rails throughout its length.
-fitted with rail stops placed at least 1m before the end sleeper.
-correctly earthed (according to the standards of the country considered).
-For the erection, 2 minimum length of track is required (see fig.《Site dimensions for
erection》).
-The center portion of the track must be banked up to the level of the rail foot so as to
ease the traveling of the site machines.
(The following drawings are given as an indication only. They exclusively apply to a
homogeneous soil with a resistance of at least 20N/cm2. The crane user is responsible
for the laying of the track which must be perfectly level and capable to take the
maximum bogie reaction of the machine without causing any local subsidence).
1A-20
STT293 TOWER CRANE ERECTION MANUAL
3）轨距 Track widths
底架所需轨距为 6.0m。
The track width depending on the chassis used is 6.0m.
6.0m
Fig.1-2-7
1A-21
STT293 TOWER CRANE ERECTION MANUAL
4）混凝土轨枕轨道
符号和说明
3
：钢筋数量
HA ：高强度螺纹钢筋（2 级或 2 级以上）
3 HA 10x1100 e ：15
10 ：钢筋直径 (mm)
1100 ：钢筋长度 (cm)
e
：间
L．B
：下层
L．H
：上层
Z．N
：中层部分
A．H．B
：上下钢筋的搭接
LR．＝
距 (cm)
45 t max ：纵向轨枕的垂直反力最大为 45 t 。
LR．55t—75t max ：纵向轨枕的垂直反力最大为 55 t 至 75 t。
P．R
：钢枕重量 (kg/m)
混凝土水泥比例
：350kg/m3
4) TRACKS ON CONCTETE STRIPS OR ON SLABS
3
Explanation and symbols (Examlpe)
：number of bars
HA ：round steel with high adherence
3 HA 10x1100 e ：15
10
：iron diameter in mm
1100 ：unit length of iron in cm
e
：spacing in cm
L．B
：lower layer
L．H
：upper layer
Z．N
：neutralized zone
A．H．B
：overlapping upper and lower steel
LR．＝
45 t max ：longitudinal sleeper for vertical reactions 45t max.
LR．55t—75t max ：longitudinal sleeper for vertical reactions from 55t to 75 max
P．R
：weight of rail per me tre in kg
Concrete proportioning: 350kg/m3
1A-22
STT293 TOWER CRANE ERECTION MANUAL
50
40
50
5x3HA16x1100
75
45
2x3HA10x1100
30
2nd L.B 5x3HA16x1100
1st L.B 5x3HA20x1100
5x3HA14x1100
70
140
70
70
252HA8 x 230
252HA8 x 195 35
18
252HA8 x 160
150HA10 x 195 20 135 20
e = 20x49
e = 20x49
e = 20x49
e = 12x83
e = 12x83
e = 12x83
50
50
50
50
50
10.00
10.00
50
10.00
30.00
225
225
A.H.B.
ZN
ZN
L．R = 75 t
P．R = 50kg
Fig.1-2-8
1A-23
100 t
STT293 TOWER CRANE ERECTION MANUAL
60
40
50
5x3HA14x1100
40
90
50
2x3HA10x1100
3rd L.B 2x3HA16x1100
2nd L.B 5x3HA20x1100
1st L.B 5x3HA20x1100
5x3HA14x1100
85
160
85
85
252HA8 x 260
252HA8 x 225 35
18
252HA8 x 190
150HA12 x 215 20 155 20
e = 20x49
e = 20x49
e = 20x49
e = 12x83
e = 12x83
e = 12x83
50
50
50
50
50
10.00
50
10.00
10.00
30.00
225
225
A.H.B.
ZN
ZN
L．R = 115 t
P．R = 54 kg
Fig.1-2-9
1A-24
130 t
STT293 TOWER CRANE ERECTION MANUAL
纵向轨枕间的连接梁
LONGITUDINAL SLEEPER CONNECTIONS
4
200
150
6
200
Fig. 1-2-10
非常重要 ：纵向轨枕中各连接梁的间距与轨距相同
VERY IMPORTANT ：The distance between longitudinal sleeper connections is
equal to the distance between centers of the track .
1A-25
STT293 TOWER CRANE ERECTION MANUAL
5）木枕轨道
说明与符号
铺设轨道用的部件应按支座反力 R 来确定
最大地基承压力 20N/cm2(在各种情况下)
R
：最大支座反力
t
HEB
：高度
mm
H．B
：路基高度
mm
P．R
：每米钢轨重量
kg
B
：杂木轨枕
P．C．C． ：夯实碴石
T．P．
40/60mm
：钢轨型号
5)RAILS ON TIMBER SLEEPERS
Explanation and symbols
The elements used for the track construction are determined in relation of the R
reaction.
Maximum ground pressure 20N/cm2 ( in all cases )
R
：Maximum reactions at t
HEB
：Height in mm
H．B
：Height of ballast in mm
P．R
：Weight of rail per meter in kg
B
：Oak sleepers
P．C．C． ：Compacted broken stones 40/60 in mm
T．P．
：Type of rail
1A-26
STT293 TOWER CRANE ERECTION MANUAL
6m
0.6m 0.6m
0.2mx0.2m
1m
B
12x100
1.2m
HEB
HB
PCC
1.6
m.
45°
11.5
20.5
320
HEB320
300
Fig. 1-2-11
Table
1-2-4
R
HEB
H．B
P．R
110t
320
350
50
100t
320
300
50
90t
320
250
50
1A-27
STT293 TOWER CRANE ERECTION MANUAL
6m
0.6m 0.6m
0.2mx0.2m
1m
B
12x100
1.2m
HEB
HB
PCC
1.6
m.
45°
Fig. 1-2-12
Table 1-2-5
R
HEB
H．B
P．R
130t
360
400
54
120t
360
350
54
110t
360
300
54
1A-28
STT293 TOWER CRANE ERECTION MANUAL
6）停止器
接近轨道终点的塔机必须在触及轨道停止器之前停止行走运动。
停止器的安装位置见图 1-2-13，它包括：
a/一个行走限位开关撞块
b/一个弹性缓冲器
c/一个焊固在钢轨上的挡块
上述停止器用户应特别认真地设计和装配，并定期检查以确保其正常使用。
限位开关撞块(a)的安装见本手册有关章节规定。检查撞块(a)是否与轨道平
行，以防行走限位开关滚轮离开撞块。用户自备停止器组件 a，b，c,并自行安装。
可以使用不同型号的缓冲器(b)夹持在轨道上。在选择停止器组件时应注意塔机
的重量(以确定缓冲能力)和缓冲器高度。缓冲器高度必须与街台车上的止动撞块
高度一致。
轨端挡块(c)须焊接在轨道上，间距适宜，以防塔机出轨。下面草图仅作一说明。
6) RAIL STOPS
WE remind you that the crane when approaching the track end must be stopped
before hitting the safety devices which are not working systems.
The three safety devices are fitted as indicated in the fig. 1-2-13.They consist of：
a/ a travel limit switch
b/ a sprung stop ( buffer )
c/ a fixed stop welded on the rail
The above devices are prescribed by the Safety Authorities and must be designed and
fitted with particular care . Periodically make sure that they are working correctly.
The mounting of system (a) is described in the relevant section of the handbook.
Check that the ramp (a) is parallel to the rail so that the limit switch roller does not
leave the ramp .
The supply and fixing of the devices ( a ) , ( b ) and ( c ) the responsibility of the user.
Different models for device (b) , clamped onto the rail, are available from specialized
suppliers. When choosing the appropriate devices , pay attention to the crane weight
( buffering capacity ) and the buffer height which must correspond to that of the stop
on the bogies .
Device (c) must be welded on the rail and have appropriate dimensions so as to
prevent the crane from running off the track. The following schematic drawing serves
as an indication only.
1A-29
STT293 TOWER CRANE ERECTION MANUAL
c
b
50
120
1m
a
轨道
m
-6
3m
按行走速度确定最小长度为 3m 或 6m
Minimum length 3m or 6m depending on the
traveling speed.
288
8
50
40
170
100
Fig. 1-2-13
1A-30
100
自由行走长度
Free traveling
length
STT293 TOWER CRANE ERECTION MANUAL
3． 接地 EARTHING
注意：塔机接地线不得采用保险丝或开关及电缆芯代替
ATTENTION：The earth circuit of the crane must neither include a fuse nor a
switch. The neutral wire on the supply cable is not connected to the earth.
有三种接地方式 ：There are three types of earthing:
A、接地体采用正规的接地桩，或φ33x4.5 长 1.5m 钢
管，或 L70x70 长 1.5m 的角钢。
Earth substance is made of normal earth stake, either use
φ33x4.5mm( length: 1.5m) tube or L70x70 length 1.5m
angle.
Fig. 1-2-14(a)
B、接地板用钢板或其他可延金属板制作，面积为 1m2，
立埋距地表面 1.5m 深处。
Earth plate made of sheet steel or stretched metal with an
area of 1m2, distance surface 1.5m to be buried vertically.
Fig. 1-2-14(b)
C、截面≥28 mm2 的铜导体或截面≥50 mm2 的铁导体
埋于线槽内，其埋入长度由地电阻情况确定。
Copper conductor with section ≥28 mm2 or iron
conductor with section ≥ 50 mm2, to be buried in shallow
trench extending over a long length depending on the
resistivity of the soil
Fig. 1-2-14(c)
在上述三种方式中，接地体引出铜导线截面积应≥25mm2，若土壤导电不良，可
在土中埋入氯化钠（食盐）然后灌水。 对于行走式塔机，每节钢轨间必须进行
电气连接，两段钢轨也应电气连接，接地电阻≤4Ω 。
In any case, the section of the copper conductor coming from earth substance should
be ≥25mm2. If the electric conduction of the soil is not good, sodium chloride
(common salt) might be buried in the earth, and pour into some water, for traveling
tower crane, each section of steel rail must be earthed. Link them by electrical joints.
The maximum earthing resistance is 4Ω.
1A-31
STT293 TOWER CRANE ERECTION MANUAL
C
C
AB
AB
Fig. 1-2-15
每根轨必须接地。轨道间应用导线连接。如图 1-2-16 (b) 和 1-2-16 (c)。
Each rail section must be earthed, link them by electrical joints. See Fig 1-2-16 (b)
and 1-2-16 (c).
A——接地棒 earth spike
B——接地板 earth plate
C——埋导线 buries wires
注 ：用螺栓连接的导线必须有一个端头。如图 1-2-16 (d) .
NOTE: the earth wires designed to be bolted in position must have a terminal tag
soldered to them
(a) 不好
Not well
(c) 好
well
(b) 好
well
(d)
Fig.1-2-16
1A-32
STT293 TOWER CRANE ERECTION MANUAL
三、固定脚基础
1、准备条件
A 用户自备
根据固定脚反力表 1-3-1，安装尺寸及其安装方法，可确定混凝土基础的尺寸和
加固措施。
表中所列的数值是满足塔机稳定性所需的最小值。
如用其他数据请与我们协商。
B 如何选用混凝土块基础
对于各种高度和各种型号塔机来说，最佳基础的选用取决于现场的地基承压
力，见表 1-3-2 。
对于任何高度的塔机，按等于或低于现场地基压力来选择基础。
安装固定脚 ：
固定脚安装不当会使塔机出现严重事故， ( 如塔身倾斜等 )。
固定脚的安装说明见“安装固定脚”
。
基础的制作：
本说明书给出的图纸可保证各种情况下所需的最大压力。
Ⅲ．CONCRETE BLOCKS FOR FIXING ANGLES
1. PREPARATION CONDITION
A·TO BE PREPARED BY THE CUSTOMER
The table of forces and stresses, the dimensional characteristics of the fixing angles,
the fittings of the fixing angles in Table 1-3-1 are necessary and adequate to determine
a concrete block’s dimensions and reinforcement.
FOR STABILITY REQUIREMENTS OF THE MACHINE, WE INSIST UPON
MINIMUM DIMENSIONS ON THE GROUND EQUAL TO THOSE OF THE
BLOCKS DESCRIBED IN THIS BROCHURE.
FOR ALL THE OTHER DIMENSIONS PLEASE CONSULT US WITHOUT
HESITATION.
1A-33
STT293 TOWER CRANE ERECTION MANUAL
2、地基承压力及基础选择 Ground pressure and concrete blocks
Mv
e=
Fh
h
Fv
M v + Fh ⋅ h b
≤
Fv + Fg
3
Fg
e
l
pB =
b
扭矩（kNm）
Torque
塔机重量 (kN)
Crane weight
臂长(m)
Jib length
混凝土块型号
Types of concrete blocks
工作状态
In service
偏心距(m)
Linear eccentricity
地耐力(kN/m2)
Ground pressure
Mt：
Fv：
L：
YM:
ES：
e：
pB：
H
(m)
n
74
70
64
Mv：
Fh：
n：
Fg：
HS：
b：
[pB]：
2( Fv + Fg )
≤ [ pB ]
3bl
倾翻力矩 (kNm)
Over turning moment
水平力 (kN)
Horizontal force
标准节数量（固定式）
NO. of mast section (stationary)
基础重量(kN)
Concrete block weight
非工作状态
Out of service
基础尺寸(m)
Dimension of concrete blocks
许用地耐力(kN/m2)
Permissible ground pressure
Table 1-3-1
Es
Hs
L(m)
L(m)
60
54
50
44
40
74
70
64
60
54
50
44
40
Mv 4296 4370 4591 4522 4528 4576 4795 4773 5132 5033 4861 4846 4660 4544 4228 4118
62.65 20
Fh
42
42
42
42
42
41
41
41
152 151 150 150 148 148 147 146
Fv 1207 1194 1178 1158 1125 1122 1085 1072 1027 1014 998 978 945 942 905 892
503 503 503 503 503 503 503 503
Mt
0
0
0
0
0
0
0
0
Table1-3-2
H
(m)
62.65
n
20
YM173N
YM206N
YM235N
YM270N
YM307N
Fg
1730
2060
2350
2700
3070
pB
3.0
2.1
1.7
1.5
1.3
b
6.0
6.5
7.0
7.5
8.0
h
2.0
2.0
2.0
2.0
2.0
1A-34
STT293 TOWER CRANE ERECTION MANUAL
3、固定脚尺寸 DIMENSIONAL OF THE FIXING-ANGLES
固定脚必须同混凝土块中心线对称安装,按塔身尺寸要求构成 2.0 米的正方
形。
必须保证鱼尾板的安装尺寸 150mm(见图 1-3-1)
The fixing angles must be fitted symmetrically in relation to the axes of the block and
form a 2m square according to the dimension of mast they are to receive.
Do please respect the 150mm dimension of the fishplate of the fixing-angles. See
Fig. 3-3-1.
2000
240
240
2000
在固定脚附近浇注混凝土基础时使用的钢筋即不能切短，也不能减少.
To the right of a fixing angle, neither cut nor reduce the given amount of
reinforcing irons.
Fig.1-3-1
1A-35
STT293 TOWER CRANE ERECTION MANUAL
4、安装固定脚
安装固定脚所需备件：
4 个固定脚及 8 个销轴
1 个塔身标准节
1 个铅垂线铊或水平仪
将固定脚和标准节装在一起（注：由于运输等因素，难免会造成标准节的变
形，将标准节组装后，在使用前必须对标准节进行检查，要求标准节对角线
长度及平面高度差不大于 2mm,合格后方可使用）
将固定脚和标准节安装在加强钢筋上，并在固定脚支板下用楔块调整固定脚
的位置。保证标准节四角水平高度差不大于 2ｍｍ。
浇注混凝土，待其干硬后，方可进行安装立塔工作。
4． FITTING THE FIXING-ANGLES
The material necessary to perfectly anchor the fixing-angles comprises：
4fixing-angles and 8 pins
1fixing frame and 8 pins
1standard mast section
a plumb line or sighting device
Assemble the fixing-angles with the frame. (Attention: Before put into using, it is
necessary to check the frame for any deformations caused by transportation,
insure that the difference between the diagonals and the difference between the
plane heights are not larger than 2mm.)
Position the fixing-angle/frame assembly in the reinforcement and adjust it by
wedging under the angle support plates.
Pour the concrete block and wait until it is completely dry before erection.
1A-36
STT293 TOWER CRANE ERECTION MANUAL
Plumb
铅锤铊
标准节
Fig.1-3-2
1A-37
Mast section
STT293 TOWER CRANE ERECTION MANUAL
5、固定基础 Fixing concrete blocks
详见后附图纸(固定基础 STT293-1)
See the attached drawing in detail (Fixing concrete blocks STT293-1)
1A-38
STT293 TOWER CRANE ERECTION MANUAL
四、压重 BASE BALLAST
1、 引言 INTRODUCTION
压重由对称布置在底架上的多个钢筋混凝土块组成。每层压重又由带有标识
字母 C 或 D 的混凝土块组成。
要求最小地耐力：2.0kg/cm2
这些压重必须按图所示那样对称的放置在底架上。
钢筋混凝土块这里只作介绍，由用户自备，我们不提供。
The base ballast is made up of several reinforced concrete blocks, which are placed
symmetrically on the chassis. Each layer consists of blocks identified by letters C or D.
Required min ground pressure: 2.0kg/cm2
These blocks must be positioned on the chassis as shown in the figures and the
corresponding table, i.e. between the attachment points of the ballast fixing device, if
latter is required.
The reinforcing of the concrete blocks, except the one shown in the figure, is left
up to the customer who has also the responsibility for the ballast preparation. No
supply from us.
2+1+1
HUH
(m)
10.15
2+2+1
13.15
3
6C+6D
31.8
73.20
48.35
7.3
2+3+1
16.15
3
6C+6D
31.8
74.46
45.85
7.5
2+4+1
19.15
3
6C+6D
31.8
75.77
43.79
7.6
2+5+1
22.15
3
6C+6D
31.8
77.14
41.49
7.7
2+6+1
25.15
3
6C+6D
31.8
79.93
41.40
8.0
2+7+1
2+8+1
28.15
3
6C+6D
31.8
80.40
36.89
8.0
31.15
3
6C+6D
31.8
81.99
40.57
8.2
2+9+1
34.15
3
6C+6D
31.8
83.52
44.60
8.4
2+10+1
37.15
3
6C+6D
31.8
85.15
48.88
8.5
2+11+1
40.15
3
6C+6D
31.8
86.85
53.40
8.7
2+12+1
43.15
3
6C+6D
31.8
88.59
58.15
8.9
2+13+1
46.15
4
8C+8D
42.4
90.40
63.15
9.0
2+14+1
49.15
6
12C+12D
63.6
95.17
71.03
9.5
2+15+1
52.15
7
14C+14D
74.2
97.08
76.50
9.7
2+16+1
2+17+1
55.15
8
16C+16D
84.8
99.04
82.22
9.9
58.15
10
20C+20D
106
101.06
88.17
10.1
2+18+1
61.15
11
22C+22D
116.6
111.88
102.31
11.2
2+19+1
64.15
11
22C+22D
116.6
118.20
129.45
11.8
CP
D
C
C
D
C\P: 标节组成 Mast composition
HUH: 吊钩高度 Hook height
NR: 压重层数 Number of layers
ND: 混凝土块数量 Number of blocks
LD: 现在压重 Ballast obtained
R.ES: 工作状态反力 stresses in service
R.HS: 非工作状态反力 stresses out of service
RH: 水平反力 horizontal stresses
Fig.1-4-1
1A-39
6C+6D
LD
(t)
31.8
RES
(t)
71.88
RHS
(t)
48.77
RH
(t)
7.2
NR
ND
3
STT293 TOWER CRANE ERECTION MANUAL
2. 压重构造 BALLAST BLOCK DETAILS
540
420
250
900
150
1500
750
2
3
4
450
250
1
750
100
D
2
1
全部尺寸公差为±1cm
All dimensions tolerances: ±1cm
Rep ：序号
Serial No.
φ
：直径
Diameter mm
N
：数量
Quantity
L．u ：单件长度
Unit length cm
L．t ：总长度 Total length cm
Form ：形式
Form
M
：材料
Material
1
φ
mm
40
2
10
8
90
720
3
10
4
220
880
4
10
3
160
480
REP
R10
R20
220
R3
0
R30
(※)
115
220
N
L.u
L.t
2
50
100
混凝土块重量
Reinforced concrete
Fig. 1-4-2
1A-40
Form
M
※
Q235-B
500
P：2800kg D：2.3
STT293 TOWER CRANE ERECTION MANUAL
500
500
540
420
250
900
150
750
1500
3
4
250
2
450
1
750
100
500
C
2
1
1
φ
mm
40
2
10
8
90
720
3
10
4
220
880
4
10
3
160
480
REP
R10
R20
220
R3
0
R30
(※)
115
220
N
L.u
L.t
2
50
100
混凝土块重量
Reinforced concrete
Fig. 1-4-3
1A-41
Form
M
※
Q235-B
全部尺寸公差为±1cm
All dimensions tolerances: ±1cm
Rep ：序号 Serial No.
φ
：直径 Diameter
N
：数量 Quantity
L．u ：单位长度 Unit length cm
L．t ：总长度 Total length cm
Form ：形式 Form
M
：材料 Material
P：2500kg D：2.3
STT293 TOWER CRANE ERECTION MANUAL
五、配重
1、 引言
配重由几个混凝土块 (A、B 或 C) 组成。其重量可根据起重臂长度而定，
混凝土块并排悬挂在平衡臂尾部。
混凝土块的制作由用户负责，在搬运过程中，绝对禁止碰掉或碎裂混凝土块。
后页给出了配重所需制作及安装尺寸。
+50
0
为了得到每块混凝土块的要求重量 (允许有
kg 的误差)，所用混凝土块密
度不同时 X 的尺寸可改变 。
我们建议在混凝土块的一面标上重量。
Ⅴ．COUNTER-JIB BALLAST
1. Introduction
The counter-jib ballast is made up of several A、B or C blocks in reinforced concrete.
The weight of the blocks depends on the length of the jib. These blocks are suspended,
one by one , under the counter-jib tail .
The block’s reinforcement as well as the device used to lift and to suspend the blocks
on the counter-jib is to be determined and to be prepared by the user in such a way
that the blocks do not chip off or get loose when handling them or operating the crane.
The constructional and functional dimensions required to install the lifting and
suspension device are given on the following page.
To obtain the required weight with
+50
0
kg allowance or error per block, vary the
dimension X if the density of the concrete blocks are different from each other.
We recommend to weigh the blocks and to mark the weight with paint on one
side of the concrete block.
1A-42
STT293 TOWER CRANE ERECTION MANUAL
2、配重外形尺寸 DIMENSION OF COUNTER-JIB BALLAST
起重臂长度
Length of jib
平衡臂长度
Length of counter jib
配重块
工作和
Blocks
顶升状态
配重量
During
working and
（kg）
telescoping
weight
配重种类
Type of Blocks
A
B
C
40
44
50
54
60
64
70
74
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
3A+C
3A+B
4A+C
4A+C
5A
5A+C
5A+B+C
6A
13000
14000
17000
17000
20000
21000
23000
24000
比重(t/m3)
Proportion
2.4
2.4
2.4
重量(kg)
公差
Weight
Tolerance
4000
2000
1000
±1%
±2%
±2%
配重的制作详见后附配重块图纸(T742719-1，T742719-2，T742719-3)
Counterweight making following counterweight drawing in details.
(T742719-1，T742719-2，T742719-3)
1A-43
STT293 TOWER CRANE ERECTION MANUAL
六、附着
1、 引言
塔机在超过行走或固定式高度时，必须用缆绳与地面连接加固或用附着杆与
建筑物连接加固，称为附着。
这里只介绍附着在建筑物上的附着方法。
使用缆绳锚固，请与我公司商议制作。
附着位置见图 1-6-2。
对于带附着架塔机的拆卸方法，请用户与我公司联系。
Ⅵ．ANCHORAGES TO THE BUILDING
1.
Introduction
Beyond its free traveling or freestanding height, the crane must be connected either to
the ground by means of guy ropes or to the building using rigid anchorages.
The present manual deals only with the rigid anchoring to the building.
Please consult us when anchoring with guy ropes.
The anchoring positions see fig.1-6-2.
Dismantling of the crane with anchorage frame, please consult us for relevant
instructions.
1A-44
STT293 TOWER CRANE ERECTION MANUAL
2、 说明
塔机的准备
对行走式塔机，将它开到所需固定位置，锁紧夹轨钳，切断行走机构电源。
在特殊情况下，需要顶升一节标准节以便于附着框的安装。
要点：
在上述情况下，塔机须停止工作。
在顶升中，应从两个侧面检查塔身的垂直度，以避免塔身与建筑物间的距离
出现偏差。
为了确保塔机和附着框间的正确联接，并防止活动楔块(1)下落，必须注意
与焊有楔块(2)的部件按图 1-6-1 安装。
1
图 1-6-1
2
注：对于带附着架塔机的拆卸方法，请用户与我公司联系。
2. INSTRUCTIONS
PREPARING THE CRANE ：
— Ｗhen it is a crane on rail traveling chassis , move it to the position for holding it
fast and static, tighten the rail clamps and disconnect the power supply for
traveling mechanism .
— In certain cases it is necessary to telescope an additional mast section so that the
anchorage frame can be fitted.
VERY IMPORTANT ：
Under these conditions the crane is no longer normally autonomous, and it is
forbidden to work and to leave the crane free out of service.
When telescoping, check the perfect perpendicularity of the crane in both sides
in order to avoid any variation of distance between crane tower and building.
In order to ensure good connection between frame and crane tower and to
prevent the movable wedges (1) from falling down, it is essential to turn the
pieces carrying the welded wedges (2) so that the fitting corresponds to the sketch
1-6-1.
Note: Dismounting methods with attachment, please contact our company.
1A-45
STT293 TOWER CRANE ERECTION MANUAL
3、 塔机及其附着
图 1-6-2 所示的塔机高度是固支脚到塔身顶面的高度。对于带行走底架的塔
机使用锚固，请与我们联系。
图 1-6-2 所列标准节组合是为了最大限度地利用附着框。即使最后一道附着
框上尽可能地安装较多的标准节。
用户负责把附着框连接在建筑物上。在安装时，附着框所受的水平反力可向
我们咨询。
注意：如果特殊的工作条件要求在较大高度下工作，请我们研究。
特别注意： 附着框高度和附着框之间的距离是必须严格遵守的尺寸。降低这
些尺寸必须减少附着框以上的标准节的数量(因此影响了吊钩下起升高度)。请向
我们咨询。
3.CRANE TOWERS AND ANCHORAGES
The heights given in Fig. 1-6-2 are the distance between fixing angle and mast top.
For any use of anchorages on cranes with chassis, please consult us for instruction.
The mast composition is given for the case of optimum use of the anchorage frames
that is to install more mast sections above the last anchorage frame.
As the client is responsible for the beams connecting the anchorage frame to the
building, please consult us when carrying out the installation of these beams for the
stresses on the level of the frame(s).
ATTENTION：If it is required that the crane works in some special condition and
larger height, please consult us for further instructions.
VERY IMPORTANT：The height of the anchorage frame and the distance
between two anchorages must be strictly maintained. It is required to reduce the
number of mast sections above the anchorage if smaller values are needed. (The
height under hook will be badly influenced accordingly.) Please consult us for
further instruction.
1A-46
STT293 TOWER CRANE ERECTION MANUAL
H
209.65m
夹紧的附着框
Anchorages tightened
69
68
67
66
65
64
松开的附着框
H
173.65m
Anchorages released
57
56
55
54
53
52
57
56
55
157.5m 54
53
52
45
44
43
42
41
40
45
44
43
121.5m 42
41
40
45
44
43
42
41
40
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
33
32
31
30
29
28
33
32
31
85.5m 30
29
28
20
2.0x2.0m 19
18
L69B1 17
16
21
20
19
49.5m 18
17
16
21
20
19
49.5m 18
17
16
21
20
19
49.5m 18
17
16
21
20
19
18
17
16
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
5
4
3
2
1
A
B
NDA — 16
H
137.65m
ENA — 12
H
101.65m
3m
H
62.65m
C
D
E
Fig.1-6-2
A—自由高度 Free standing height
B—一个附着框 1 anchorage
C—两个附着框 2 anchorages
D—三个附着框 3 anchorages
E—四个附着框 4 anchorages
H—吊钩下起升高度（其它高度为固定脚到附着框的高度）
The hoisting height under the hook (the other height is the height from
anchorages to fixing angle)
NDA—最后一道附着以上的标准节数 Number of mast sections above the last anchorage
NSC—两道附着间的标准节数 Number of mast sections between two anchorages
1A-47
STT293 TOWER CRANE ERECTION MANUAL
4、安装附着框:
a. 先拆除塔身上的扶梯以便于附着框的安装。
b. 在地面将侧梁 ( 1) 和 ( 2) 装在前梁 ( 3) 上、[插上销轴 ( 11) 是为了定位
侧梁 ( 1) 和 ( 2) ]
c. 吊升上述安装组件到所需塔身位置。[附着框架的前梁 ( 3) 应朝向建筑物]
d. 为了便于安装，可用两根吊绳做导向。
e. 将前梁 ( 3) 吊放到塔身中部水平腹杆上，(详见图 1-6-3 )
f. 折转侧梁 ( 1) 和 ( 2) 就位，并用销轴 ( 11) 紧固。
g. 吊升后梁 ( 4) 就位，并用销轴 ( 11) 安装到侧梁上。
h. 吊装支架 ( 6) 和 ( 8) (各两件)，并用销轴(11)紧固在梁上。
4． FITTING THE ANCHORAGE FRAME
a． Remove the standard ladder from the mast to facilitate the installation of the
anchorage frame .
b． On the ground, place the two lateral girders (1) and (2) onto the front girder (3)
(insert shaft (11) only in order to facilitate spacing girders (1) and (2)).
c． Sling and raise the assembly until it reaches the right position on the mast (with
the front girder (3) of the anchorage frame towards the building).
d． To facilitate fitting, use 2 pendant ropes for guiding.
e． Hook the front girder (3) onto the horizontal bracings located in the middle of
the mast section (details refer to Fig. 1-6-3)
f． Fold back lateral girders (1) and (2) and pin them using shafts (11).
g． Sling and raise rear girder (4), position it and pin-connect it to the lateral girders
using shafts ( 11) .
h． Raise and place successively brackets ( 6 ) and ( 8 ) (two for each), then pin them
onto the girders by using shafts (11).
1A-48
STT293 TOWER CRANE ERECTION MANUAL
i. 将斜撑杆(5)与支架（8）连接，并用销轴（12）紧固。
j. 检查附着框架的水平位置，必要时做适当调整。
k. 放上外楔块（10），敲击楔块，使附着框与塔身立柱接触。
l. 放上楔架（7）
。
m. 放上外楔块（9），敲击楔块。（见详图 1-6-4）。
n. 安放楔子后，检查楔子与塔身之间有没有间隙。
o. 安装和附着框架一起供给的爬梯，（不同的标准爬梯），然后在此爬梯上装两
个护身栏部件。
p. 附着杆安装形式见图 1-6-5。
i. Place and pin diagonal bracing bar (5) with bracket (8) using shafts (12).
j. Check the horizontal position of the frame, and re-adjust if required.
k. Place outer wedges (10) and knock on them in order to bring the frame into
contact with the mast uprights.
l.
Place wedges frame (7).
m. Place outer wedges (9), and drive them in (details refer to Fig. 1-6-4) .
n. Having carried out these operations, check that there is no clearance remaining
between the wedges and the mast uprights.
o. Fit the ladder supplied with the frame instead of the standard ladder, then equip it
with the two back loop parts.
p. The Fig. 1-6-5 gives the forms of the anchoring rods and its installation.
1A-49
STT293 TOWER CRANE ERECTION MANUAL
塔身中部水平腹杆
The horizontal bracings
located in the middle of the
mast section
Fig.1-6-3
1A-50
STT293 TOWER CRANE ERECTION MANUAL
10
4
1
11
2
9
3
12
5
6
8
7
Fig.1-6-4
1A-51
STT293 TOWER CRANE ERECTION MANUAL
形式 1 the first form
墙面 wall
15°- 45°
形式 2 the second form
墙面 wall
40°- 60°
Fig. 1-6-5
1A-52
STT293 TOWER CRANE ERECTION MANUAL
第二章
整机总装
CHAPTER II. ERECTION
一
二
引言 Introduction ······················································································ 2A-2
立塔程序 Erection Sequences
1 引言 Introduction ··················································································· 2A-3
2 安装程序总则 General Instructions for Erection ·································· 2A-4
三 塔机零部件的安装 Parts Installation······················································· 2A-7
四
立塔 Erection
1 安装行走台车 Assembling the Travelling Bogie··································· 2A-9
2 安装及调平底架 Assembling and Ballasting the Chassis······················ 2A-11
3 标准节的安装 Mounting Mast Section·················································· 2A-13
4 套架的安装 Fitting the Telescopic Cage················································ 2A-14
5 回转总成的安装 Fitting Slewing Assy. ················································ 2A-15
6 塔头的安装 Fitting the Cat Head ··························································· 2A-16
7 变幅小车的安装 Fitting the Trolley ····················································· 2A-17
8 臂架及平衡臂的安装 Fitting the Counter-Jib ······································· 2A-21
9 平衡重的安装 Fitting the Counter-Jib Ballast ······································· 2A-24
五
穿绕钢丝绳 Reeving the Rope
1 变幅机构钢丝绳的穿绕方法 Reeving the Trolley Rope ····················· 2A-27
2 起升机构绕绳方法 Reeving the Hoist Rope ········································ 2A-32
3 小车变倍率方法 Changing Falls Methods for Trolley ·························· 2A-36
六
通道的安装 Fitting the Accesses ····························································· 2A-41
2A-1
STT293 TOWER CRANE ERECTION MANUAL
一、引言
对一台塔机来说，其示意图表示需起吊的主要部件（及其附带的机构连接附
件，如销轴或螺栓等）
。
第 1 章给出了现场装卸的主要部件重量，由此可以进行整体吊装。
根据所使用的辅助吊车的性能，可将三节标准节组成的整体,一起吊装就位。
Ⅰ. INTRODUCTION
For each crane, the sketch shown represents the component to be lifted (with all its
equipments and connecting accessories such as shafts or bolts.)
The following pages specify the weights of the main components for their handling
on the site so that the complete packages can be lifted accordingly.
It you wish, the packages -each containing 3 mast sections –can be put in place by the
mobile crane used provided that its characteristics allow for it.
2A-2
STT293 TOWER CRANE ERECTION MANUAL
二．立塔程序
1.引言
● 本安装程序可以用最快速度将塔机安装到顶升位置。
● 安装塔机需要一辆辅助汽车吊，它的起重性能要与所吊部件相适应。
● 在现场上最大限度的节约辅助吊车的使用时间，需要在安装和装配程序、安
装队、适当的道路与场地之间有很好的配合。
● 本章节的目的是使用户熟悉全部安装操作方法。
Ⅱ。ERECTION SEQUENCES
1.
INTRODUCTION
z This erection procedure allows a rapid assemble of your crane until it reaches its
telescoping position.
z It requires an auxiliary mobile crane, the characteristics of which must correspond
to the parts to be handled.
z Reducing the operating time of the auxiliary crane to the minimum on site
involves a good coordination between the erection and assembling sequences, the
erection team, and the appropriate accesses and assembling area .
z The purpose of this manual is to make you well acquainted with all the erection
operation and erection method.
2A-3
STT293 TOWER CRANE ERECTION MANUAL
2. 安装程序总则
1） 用汽车吊吊装塔机零部件必须注意安全.
切记：
A
将吊车支好
B
不要超重起吊
C
吊具良好，并根据起吊部件重量选用适当绳长
D
要注意（考虑）吊点
2） 安装作业前必须详细阅读本说明书，并按说明书顺序进行。
3） 确实装好并使用各种保护、安全装置，如爬梯、平台、护栏和安全带等。
4） 在未安装配重前，绝对禁止起吊载荷。
5） 在风速超过 13m/s 的情况下，塔机不得安装及顶升。
2. GENERAL INSTRUCTIONS FOR ERECTION
1) All the handling operations using the mobile crane must be carried out safely.
ATTENTION: A Properly position and hold the mobile crane
B
Do not overload the mobile crane
C
Use slings in good order and of correct lengths according
to the weights of the parts to be lifted
D
Pay special attention to all the slinging points
2) Please read this manual carefully before installation. The erection operations
must be carried out in the order listed in the manual.
3) Make sure that all necessary protection and safety means are fitted and used, such
as : ladder、platforms、guard-rails、safety belt etc .
4) It is absolutely forbidden to lift a load if the counter-jib ballast is not fitted.
5) The crane must not be telescoped up with a wind speed exceeding 13m/s .
2A-4
STT293 TOWER CRANE ERECTION MANUAL
6） 顶升操作开始之前，要检查回转支承与顶升套架是否已用销轴连接并用开口
销销好。
7） 要遵守根据起重臂长度安放配重块数量的规定（见有关尺寸）。
8） 顶升时须将起重臂转到顶升套架开口处，
（即：标准节被引入套架的一侧）。
9） 起吊或落下标准节时，要尽可能的靠近塔身。
10)在顶升过程中，要绝对禁止转动起重臂或开动变幅小车及使用起重吊钩（升
或降）
。
本总则适用于：
a.塔机安装
b.塔机加节
c.塔机拆卸
在安装过程中，如遇特殊问题或其它困难，请即与我厂销售服务联系。
6) Before starting any telescoping operation, make sure that the pins connecting the
slewing ring to the telescopic cage are inserted and secured by split-pins.
7) It is essential that regulations on the number of the counter-jib ballast blocks
subject to the jib lengths are observed strictly (see relative instruction) .
8) For telescoping, always turn the jib to the opening of the telescoping cage (the side
where the mast sections are introduced).
9) The mast sections must be lifted (or lowered) as close as possible to the tower.
10) It is forbidden to slew the jib, operate the jib trolley and use the load hook
(hoisting or lowering) as long as the telescopic cage is lifted or being lifted.
These instructions also apply to :
a. The erection of the crane
b. The height increase of the crane
c. The dismounting of the crane
For any particular problem or difficulties occurred during the installation of the tower
crane, do not hesitate to call upon the assistance of our After-Sale Service.
2A-5
STT293 TOWER CRANE ERECTION MANUAL
11) 开口销的安装 FITTING THE SPLIT PIN
A
B
C
D
15°-30°
15°-30°
不好
不好
好
有障碍物时
Bad
Bad
Good
in narrow space
Fig. 2-2-1
注：应使用新的或状态良好的开口销
ATTENTION：ONLY USE NEW SPLIT PINS OR SPLIT PINS IN GOOD
WORKING ORDER.
2A-6
STT293 TOWER CRANE ERECTION MANUAL
三、塔机零部件的安装
1)
标准节的安装：将 4 个标准节片用螺栓联接在一起，按“通道的安装”安装
梯子或休息平台。
2) 套架的安装：
a. 按顺序安装套架平台和支杆，插入销轴并用开口销锁牢；
b. 将平台上的护栏用开口销固定，用螺栓及螺母将护栏夹板夹在护栏上。
3) 回转上下支座的安装：
（回转机构出厂时已安装在回转上下支座中）
，
a. 将引进梁用销轴安装在回转下支座上并用开口销锁定；
b. 将回转平台用销轴安装在回转上支座上并用开口销锁牢；
c. 在平台上安装护栏，将护栏夹板用螺栓及螺母紧固。
4) 塔头的安装：
a. 安装平台、爬梯并用销轴及开口销锁固；
b. 安装护栏并用夹板、螺栓及螺母紧固。
5) 平衡臂的安装：（起升机构及配电箱已安装在平衡臂中）
a. 用销轴将平衡臂的前段与后段连接在一起；
b. 安装两侧平台及护栏；
c. 安装检修用悬臂梁。
6) 臂架的安装：
a. 准备支架（铁板凳）2～3 个，高度为 1m，宽度不小于 1.4m。
b. 将变幅小车装入第一节臂架并推至臂根部。
c. 将变幅电机与变幅机构连接。
（变幅机构出厂时已安装在臂架上）
2A-7
STT293 TOWER CRANE ERECTION MANUAL
Ⅲ、ASSEMBLING THE PARTS OF CRANE
1. Fitting mast section: Connect 4 mast section panel together by bolts, fit
ladders or resting platform.
2. Assembling the telescopic cage:
a). Fit the platform and support orderly, insert the shaft and lock with split pin.
b). Fix the grab rails onto the platform using split pins, and clamp the grab rails by
using fixing brackets, bolts and nuts.
3. Assembling the upper and lower slewing: (The slewing winch has already been
installed in the upper and loser slewing abutment before leaving factory.)
a). Place the monorail to the lower slewing and pin them using shafts and split pin.
b). Fit the platform into the upper slewing and pin them using shafts and split pin.
c). Fit the grab rail onto the platform and fix using fixing brackets, bolts and nuts
4. Assembling the cab mast (cat head)
a). Fit the platform and ladder and lock them using shafts and split pin.
b). Fit the grab rails and fix using fixing bracket, bolts and nuts.
5. Assembling the counter jib:(The hoist winch and electric box have already been
installed in the counter jib before leaving factory)
a). Connect the front and back counter jib sections by using shafts.
b). Fit the side platforms and grabs rails.
c). Assembling jib suspending beams for maintenance and service.
6. Assembling the jib:
a). Prepare 2 or 3 pieces of 1m height and 1.3m(Min.) wide brackets.
b). Connect the jib sections on
the brackets and lock them
Shaft
by using shafts and split pins,
then place the trolley to the
jib and push it to the foot of
Baffle
jib No.1.
2A-8
STT293 TOWER CRANE ERECTION MANUAL
四、立塔 ERECTION
1．安装行走台车 Assembling the traveling bogie
1）在轨道上放置台车 Putting the bogies on the track
在轨道上放置台车时，要考虑到安装塔机所需要的场地范围。
按底架尺寸（6x6m）将台车放置在轨道上一个正方形的四角上。
主动台车可同侧放置或对角线放置，但决不可安装在同一横梁上。（若四个台车
均为主动台车则无此要求）
注意：行走限位器按下图放置。
用夹轨器将台车固定在轨道上。必要时将其垫起以保持台车水平。
The bogies must be positioned on the track taking account of the space the erection
sequence requires.
Rest the bogies on the rails at the 4 corners of a square having the dimensions of the
chassis (6x6m).
On Straight track the motor bogies can be mounted on the same rail or diagonally, but
NEVER ON THE SAME CROSSBEAM. (If 4 bogies both are motor bogies, it has no
this request.)
Notice: Putting the traveling limiters according to the following figure.
Tighten the bogies to the track using rail clamps. Pack them up, if necessary, to
keep them horizontal.
行走限位器
Traveling limiter
2A-9
轨道
Track
STT293 TOWER CRANE ERECTION MANUAL
2）吊装台车
将吊具挂在台车的专用吊耳上。
吊起台车，横向应保持水平；对于主动台车，在吊装时将有电机的一侧向下倾斜，
应保证其不妨碍在轨道上的安装。
将台车放上轨道时，车轮中心尺寸较大的一侧应在轨道内侧。
2) Slinging the traveling bogies
Fit slings onto hooks provided for this purpose.
Lift up the bogie which will remain perceptibly horizontal in the lateral plane.
Longitudinally, the motor side of the bogie will tilt down in the case of a motor bogie,
without however impairing the putting on track.
When placing on the track, fit the bogies with bigger dimension with regard to the
wheel shaft on the inner side of the track.
2A-10
STT293 TOWER CRANE ERECTION MANUAL
2． 安装及调平底架
1) 将横梁底架 1 放到打好的四块移动基础上，然后将纵梁 2 放到横梁上并且用
12、13、14（螺栓，螺母，垫圈）把紧，再将四个水平拉杆 3 用销轴 17 连
接在横梁与纵梁处，并用开口销 18 锁紧。(见图 2-4-1)
2) 将基础节用 21、22、23（螺栓、螺母、垫圈）安装到纵梁上并把紧。
3) 将四个斜拉杆 9 用销轴 10，销轴 24 与底架和基础节连接并用开口销锁紧。
4) 按不同塔身高度放置压重，然后用拉杆 5 把压重固定好。
2. ASSEMBLING AND BALLASTING THE CHASSIS
1) Place the cross-members 1 onto those 4 pieces of already-made concrete blocks,
then place longitudinal member 2 onto the cross-members and pin them by using
bolts 12, nuts 13 and washers 14. Connect the cross-members to the longitudinal
member with four horizontal struts 3 and pin them by using eight shafts 17 and
lock them by using split pins 18. (See Fig.2-4-1)
2) Place and lock the basic mast onto the longitudinal member with bolts 21, nuts 22
and washers 23.
3) Connect the four backstays 9 to the chassis and basic mast with four shafts 10, four
shafts 24 and lock them by using split pins.
4) Place the base ballast according to different height of the crane, then fix the base
ballast with struts 5.
2A-11
STT293 TOWER CRANE ERECTION MANUAL
F
A
1
G
5
2
A
E
D
9
3
E
B
24
23
22
21
12
13
14
G
D
10
18
17
Fig. 2-4-1
2A-12
STT293 TOWER CRANE ERECTION MANUAL
3. 标准节的安装 Mounting mast section
吊起组装好的标准节，安装至固定脚或压重架基础节上。插入销轴 1、2，并用
开口销固定。
Lift the assembled mast section, fit to the fixing angles or basic section of base ballast
support. Insert 1,2, pin, and lock it by split pins.
1
2
1-φ20 mm
2-φ65 mm
Fig. 2-4-2
2A-13
STT293 TOWER CRANE ERECTION MANUAL
4. 套架的安装 FITTING THE TELESCOPIC CAGE
a. 在地面上将套架零部件安装到顶升套架上。安装套架之前必须保证固定脚（底
架）以上至少为 3 节。
Fit the cage spare parts on the telescoping cage on the ground. Must be ensured
the fixing angles (chassis) at least 3 sections before fitting cage.
b. 将组装好的顶升套架吊放在标准节外，用挂靴将其固定在底部标准节上。
Sling the assembled telescopic cage and place it outside the basic mast. Connect it
on the basic mast by shoe.
Fig. 2-4-3
2A-14
STT293 TOWER CRANE ERECTION MANUAL
5. 回转总成的安装 Mounting slewing assy
回转总成安装包括：回转上、下支座，回转支承，引进梁，回转机构及等，
在地面上用吊索吊挂回转上支座的 4 个耳座，找好平衡后将其吊至标准节上，分
别打入Φ65 销轴，穿入Φ20 销轴，与塔身连接,注意引进梁的方向与套架前部相
一致。
The slewing assy. include: Upper and lower support of slewing, slewing support,
monorail, slewing mechanism and so on, hang 4 lugs of upper support of slewing by
sling on the ground, after balancing lift it to the mast section, insertΦ65 pins andΦ20
pins respectively, connect to the mast, pay attention to the consistent direction of
monorail and front part of cage.
Fig.2-4-4
2A-15
STT293 TOWER CRANE ERECTION MANUAL
6．塔头安装 FITTING THE CAT HEAD
在地面上将塔头组装完毕，选择好吊点，将塔头垂直吊起放入回转上支座的
耳座中（注意塔头的安装方向：即司机室与回转机构不在同一侧），然后在四个
角分别打入螺纹销轴(1)、圆垫(2)，用槽形螺母(3)分别将螺纹销轴(1)、圆垫(2)
紧固，插入开口销(4)锁定。
Assembled the cat head on the ground, choice sling point well, lift and place the cat
head in the lug of upper support of slewing vertically (pay attention to the direction of
cat head: means cabin and slewing mechanism on different sides), then insert whorl
pin (1) and washer (2) on 4 angle respectively, use slot type of nut (3) fix the whorl
pin (1), washer (2), insert the split pin (4) and locked it.
1
2
3
4
Fig. 2-4-5
2A-16
STT293 TOWER CRANE ERECTION MANUAL
7、变幅小车的安装 Fitting the trolley
1)、小车概述 general notes of trolley
塔机可装双小车或单小车
the crane can be supplied with 2-trolley equipment or a single trolley.
――双小车以 4 倍率工作（两套小车连在一起）（见图 2-4-6－详图 A）
the 2-trolley equipment allows working with 4 falls (the both trolleys
linked together) (detail A-fig. 2-4-6)
――单小车以 2 倍率进行工作（见图 2-4-6－详图 B）
the trolleying equipment with only 1-trolley allows working with 2
falls(detail B-fig. 2-4-6)
注：双小车可以变换成单小车。
Note: The 2-trolley equipment can be changed to an equipment with only 1-trolley.
B
A
Fig.2-4-6
2A-17
STT293 TOWER CRANE ERECTION MANUAL
2)、小车的组成：
（见图 2-4-7）composition of the trolley(see 2-4-7)
双小车包括：2-trolley equipment consists of:
z 后小车（1）
rear trolley（1）
z 前小车（2）
front trolley（2）
z 双滑轮架（3）
double pulley yoke（3）
z 单滑轮架（4）
single pulley yoke（4）
z 连板（5）和吊钩（6）
z 小车维修平台（7）
pulley block link （5）and hook（6）
trolley platform（7）
1
2
4
3
5
6
Fig.2-4-7
2A-18
STT293 TOWER CRANE ERECTION MANUAL
3)、小车安装 fitting the trolleys
小车应在地面上安装应与起重臂同时安装。如图 2-4-8 所示
This operation is carried out when assembling the jib on the ground.(see 2-4-8)
――后小车（1）
、前小车（2）＋滑轮组和吊钩。
Rear trolley (1), front trolley (2) +pulley block and hook.
――小车平台（7）trolley platform (7)
注意：为避免在安装和使用时发生操作事故，在对起重臂和小车进行安装
作业时，应使用一钢丝绳索将小车紧固在起重臂上。
important: In order to prevent any accidental manoeuvre during erection or crane
work, lock the trolley on the jib by mean of a sling before carrying out any
intervention on the jib or on the trolley.
左侧 left-hand side
平衡臂
counter-jib
臂端部 jib nose
右侧 right-hand side
7
1
Fig.2-4-8
2A-19
2
STT293 TOWER CRANE ERECTION MANUAL
双小车在起重上的安装 fitting the 2-trolley equipment onto the jib
按引入方向将两个小车安放在起重臂上（见图 2-4-9）
place the trolleys onto the jib by observing their direction of introduction.(See
fig. 2-4-9)
――从起重臂端部一侧出口处引入后小车（1）
；
Introduce the rear trolley (1) from one side of jib nose
――再引入前小车（2）
；Then introduce the front trolley (2)
――将两个小车连接在一起；Lock the trolleys together.
――将双小车在起重臂根部用钢丝绳固定；
Fastening the trolleys on the jib foot by rope
――用固定件将平台（7）固定在后小车上。
Fasten the platform (7) on the rear trolley by fixed part.
2
1
Fig.2-4-9
2A-20
STT293 TOWER CRANE ERECTION MANUAL
8．臂架及平衡臂的安装 Fitting jib and counter jib
1)．安装顺序：Erection sequence
3
2
1
LP03
LP02
LJ03
1
Install 4 blocks
LJ03
8 安装 4 块平衡重
○
8
1
LJ03
1
LJ03
1
LJ03
1
LJ03
1
LJ03
1
LJ03
4
LJ04
4
LJ04
4
LJ04
4
LJ04
4
LJ04
4
LJ04
4
LJ04
4
LJ04
5
6
7
9
10
LJ05
LJ06
LJ07
LJ08
LJ09
5
6
7
9
10
LJ05
LJ06
LJ07
LJ08
LJ09
5
6
7
9
LJ05
LJ06
LJ07
LJ08
5
6
7
9
LJ05
LJ06
LJ07
LJ08
5
6
7
LJ05
LJ06
LJ07
5
6
7
LJ05
LJ06
LJ07
5
6
LJ05
LJ06
5
6
LJ05
LJ06
图 2-4-10
2A-21
LJ11
LJ11
54m
50m
7
44m
40m
LJ11
10
9
LJ11
11
64m
60m
74m
70m
STT293 TOWER CRANE ERECTION MANUAL
2)．变臂套的选择 Choosing spacer
A
+ 0 .3
φ A + 0 .2
φB
φ26
- 0 .1
φ8 0 - 0 .3
+ 0. 6
φ A + 0. 3
φ9 0
5
0
C -0.5
0
B C -0 . 5
B-B
LJ13
B1
B2
B
A
图示
Fig.
A-A
B
图号
Drawing NO.
A
T2112-B2-1
45
55
28
T2112-B2-2
55
65
38
T2112-B2-3
70
80
58
T2112-B2-4
80
90
58
T2112-B1-1
45
0
40
T2112-B1-2
55
5
19
T2112-B1-3
70
15
19
B
臂长/数量
jib/NO.
C
74m
70m
64m
60m
54m
用途
Purpose
50m
44m
40m
LJ13 + LJ09
2
LJ13 + LJ08
2
LJ13 + LJ07
2
2
LJ11 + LJ09
1
LJ11 + LJ08
2
2
2A-22
LJ13 + LJ06
LJ11 + LJ07
STT293 TOWER CRANE ERECTION MANUAL
3)．安装注意事项：
1）臂架及平衡臂的安装时不能间断，因此要求在安装前确保平衡重已全部就位。
2）保证变幅小车及必须始终固定在第一节臂上。
3）必须按以上顺序进行安装，平衡重的安装见“平衡重的安装”。
4）最后一步是将其余平衡重全部安装至平衡臂尾部。
5）从事这项工作的装配人员在操作时必须系好安全带。
6）在空中进行臂架及平衡臂的安装，风速不得大于 7m/s。
安装臂架时吊索吊挂的位置 The sling position during jib erection
正确 right………….. 正确 right
错误 wrong
3). Note for erection
1) During the jib and counter jib erection shouldn’t be disconnected, so need ensure
finished all counter weight before erection.
2) Ensure the trolley must be fixed the first jib all the time.
3) Must be operated erection according to above sequence, the counter weight
erection see “counter weight erection”.
4) The last steps is fit other counter weight on the tail of counter weight.
5) The erection person should be tied the safety belt during operating.
Operating jib and counter jib erection in the air, the wind speed is not over 7m/s.
2A-23
STT293 TOWER CRANE ERECTION MANUAL
9．平衡重的安装 FITTING THE COUNTER-JIB BALLAST
1）配重块有 3 种
3 types for counter-jib ballast：
A: 4000kg
B：2000kg
2A-24
C：1000kg
STT293 TOWER CRANE ERECTION MANUAL
2）安装 Installation
根据臂长选择配重组合及安装位置，见表 2-4-1。
借助配重块提升钩 A，用辅助吊车将配重块安装至平衡臂。
当配重块在平衡臂上就位后，绕 B 件转动，使 D 件停止在 C 件上。
检查配重位置是否正确。
Choice installation combination and installation position according to the jib
length, see fig.2-4-1.
In virtue of hoist hook of counter weight blocks, fit the counter jib ballast on
the counter jib by mobile crane.
When finish the counter jib ballast on the counter jib, circled the unit B
running, make unit D stop at unit C.
Check whether the counter jib ballast position is right.
A
B
C
D
正确 Right
错误 Wrong
Fig.2-4-11
2A-25
STT293 TOWER CRANE ERECTION MANUAL
Table2-4-1
臂长(m)
Jib length
配重块位置
Counter jib ballast
平衡臂 Counter jib → 臂架 Jib
重量(kg)
Weight
74
A A A A A A
24000
A A A A A
23000
70
64
60
54
50
44
40
B
C
A A A A A
21000
A A A A A
20000
A A A A
17000
A A A A
17000
C
C
C
A A A
B
A A A
C
2A-26
14000
13000
STT293 TOWER CRANE ERECTION MANUAL
五、穿绕钢丝绳 REEVING THE ROPE
固定式或压重式塔机安装到此位置，不再用辅助吊车，此时可以穿绕各种钢
丝绳。
When the crane is installed to the position, there is no need to use the mobile
crane any longer. Now all kinds of wire ropes can be installed accordingly.
1、变幅机构钢丝绳的穿绕方法 Method for rope reeving
1）穿绕方法 Methods（见图 2-5-1 所示）(See Fig. 2-5-1)
a、将变幅绳的后绳一端锁在变幅卷筒 2 上，从下端出绳，经臂架滑轮 6、臂根
滑轮 4 锁在变幅小车 1 上。
Fix the rear trolley rope end onto the trolley drum, wind up the rope from
underneath. through the jib trolley 6、pulley 4 of jib foot lock on the trolley 1.
b、变幅绳的前绳一端锁在变幅卷筒上 2，从下端出绳，经臂架滑轮 7、8、臂端
滑轮 5 锁在变幅小车张紧轮 3 上。
Fix the front trolley rope end onto the trolley drum 2, wind up the rope from
underneath. Through jib pulley 7,8, jib end pulley 5 lock on the tension wheel 3
of trolley.
6
7
8
2
3
5
4
1
1、变幅小车 trolley
4、臂根滑轮 jib foot pulley
2、变幅卷筒 trolley drum
5、臂端滑轮 jib end pulley
Fig. 2-5-1
2A-27
3、张紧轮 tension wheel
6~8、臂架滑轮 jib pulley
STT293 TOWER CRANE ERECTION MANUAL
Table 2-5-1
起重臂长度(m)
Jib length
前钢丝绳长度(m)
Front rope length
后钢丝绳长度(m)
Rear rope length
74
70
64
60
54
50
44
40
129
121
109
101
89
81
69
61
110
106
100
94
88
84
78
74
Table 2-5-2
前部钢丝绳
The front rope
后部钢丝绳
The rear rope
6x19-Φ9.3
6x19-Φ9.3
2A-28
带钢丝绳夹
With bulldog grips
带钢丝绳夹
With bulldog grips
STT293 TOWER CRANE ERECTION MANUAL
2）小车断绳止动装置的工作原理
断绳装置包括：一个小车前牵引绳摇臂
一个小车后牵引绳摇臂
如遇小车钢丝绳断绳，此装置即可将行走小车停止在臂架上。
安装变幅小车钢丝绳时：
A 检查断绳止动装置的工作状态
B 将钢丝绳穿过断绳止动装置上的环
在塔机工作过程中，要定期检查钢丝绳张紧情况，以确保断绳止动装置处于水平
位置。
(图 2-5-2a)钢丝绳张紧时断绳止动装置的位置
(图 2-5-2b)钢丝绳断绳后断绳止动装置的位置
2) WORKING PRINCIPLE OF BROKEN ROPE BRAKING DEVICE
This device comprises: 1 rocker arm (1) for the front trolley rope
1 rocker arm (2) for the rear trolley rope
This device blocks the trolley onto the jib in the case a trolley rope is broken.
When fitting the trolley ropes:
A check for the good working order of the broken rope braking device.
B reeve the rope through the eye of the broken rope braking device.
During the operation of the tower crane, check the rope tension periodically in order
to maintain the broken rope-braking device in the horizontal position.
(Fig. 2-5-2a) position of the broken rope-braking device with rope in tension
(Fig. 2-5-2b) position of the broken rope-braking device with rope broken
臂架 Jib
a
b
Fig.2-5-2
2A-29
STT293 TOWER CRANE ERECTION MANUAL
3) 小车防断轴装置的工作原理
WORKING PRINCIPLE OF BROKEN PIN BRAKING DEVICE
防断轴装置是由焊接在每个小车架立柱上的弯板 1 组成。
如遇小车轮轴断裂，此装置可将小车止动在臂架下弦上，
防止变幅小车坠落。
The braking device is made up of bending plates 1
which welded on the column of each jib trolley.
This device can stop the jib trolley on the lower
member of jib to avoide falling if the pins of trolley
roller were broken.
a
1
1
b
1
2
Fig. 2-5-3
2A-30
STT293 TOWER CRANE ERECTION MANUAL
4)、钢丝绳张紧器的使用(见图 2-5-4)
operation of the rope tensioning device(see fig. 2-5-4)
小车行走钢丝绳的张力由钢丝绳张紧器（11）来保证。
The tensioning of the trolley ropes is ensured by the rope tensioning drum (11).
――将小车开至起重臂根部变幅机构后面。
Move the trolley on the jib foot in the rear of the trolley winch.
――用存放在小车上的手柄（12），操纵钢丝绳张紧器（11），尽可能
张紧前小车的行走钢丝绳。
Using the lever (12) stored on the trolley, operate the rope tensioning
drum (11) and tighten the front trolley rope to a maximum.
――使小车在起重臂全长上来回行走数次，将张力分布在前后钢丝绳上。
Move the trolley several times forward and backward over the whole jib
length in order to distribute the tension as well as possible in the front
and rear rope.
――必要时调整钢丝绳的张力。
Perfect the tension of the ropes, if necessary.
在拆卸时，使用张紧器上的手柄（12）松开并拆下钢丝绳。
When dismantling, use the lever (12) on the rope tensioning drum in order to slacken
the ropes and to allow them to be removed.
图 2-5-4
2A-31
STT293 TOWER CRANE ERECTION MANUAL
2、起升机构绕绳方法 ROPE REEVING FOR THE HOIST WINCH
1）按图 2-5-4 进行穿绕 Reeving the rope as shown in Fig. 2-5-5.
2
1
4
6
3
5
4
5
1、提升卷筒
Hoist drum 2、测力环
dynamometric ring 3、臂根滑轮 jib foot pulley
4、变幅小车滑轮组具 trolley pulley blocks
5、吊钩滑轮组 hook pulley
6、臂端捋直器 jib end stretch device
Fig.2-5-5
2A-32
STT293 TOWER CRANE ERECTION MANUAL
2) 起升钢丝绳的安装
起升钢丝绳通常是缠绕在卷筒上的，塔机易地安装时便于运输，
如遇以下原因，可将钢丝绳拆除。
A 拆塔时发现钢丝绳磨损；
B 钢丝绳长度不符合新的工作高度。
（1）起升钢丝绳的选择
根据塔机的工作高度和使用期限选择钢丝绳的长度
本塔机按标准状态最大起升高度四倍率提供 400m 钢丝绳。二倍率时最大起升高
度为 105m。
当附着起升高度达到最大值时，起升钢丝绳总长 410m（此时臂长为 74m）
注：如用户塔机高度需要某一钢丝绳长度时可与本公司联系。
2) FITTING THE HOIST ROPE
The hoist rope is normally supplied wound up onto the hoist drum to facilitate
transportation when the tower crane is to be moved to another job site except that the
hoist rope must be removed for the following reasons:
A Rope worn out when dismounting the tower crane
B Rope length no long meet the requirement for a new working height .
(1) CHOICE OF HOIST ROPE
The length of the wire rope is to be selected in accordance with the working height
and working life of tower crane.
The max hoisting height of this crane supplied 400m-length rope as 4 falls under the
standard condition. The max hoisting height is 105m as 2 falls.
When the maximum anchorage height is reached, the total length of the hoist rope is
410 m (74m jib)
ATTENTION: If a certain length of wire rope is required, please contact us for
further instruction.
2A-33
STT293 TOWER CRANE ERECTION MANUAL
(2)钢丝绳绕到卷筒上方法（见图 2-5-6）
将钢丝绳绕在起升卷筒上时，要求新绳绳辊 1 和卷筒 2 之间保持最大距离。
平衡臂一经安装完毕，就可以自动满足这种条件，用一根牵引绳将钢丝绳尾端提
起，引到平衡臂上。将钢丝绳固定在滑轮并因定在卷筒上的钢丝绳楔套上。进行
相应的电气联接。操纵起升运动，检查钢丝绳子是否整齐地缠绕在卷筒绳槽内。
(2) REEVING THE ROPE ONTO THE HOIST DRUM (SEE FIG. 2-5-6)
This operation must be carried out to obtain the greatest distance between the new
rope reel 1 and the drum 2. This condition is automatically obtained once the
counter-jib is installed. Using a dragline to raise up the rope end and introduce it onto
the counter-jib. Reeve the rope over the pulley and fix it in the rope anchor box of the
drum. Carry out the corresponding electrical connections in order to effect the hoist
movement. Check that the rope winds up perfectly into the drum grooves.
2
1
Fig.2-5-6
2A-34
STT293 TOWER CRANE ERECTION MANUAL
3、双小车倍率变换方法（见图 2-5-7）changing the falls of trolley(see 2-5-8)
从四倍率变换至二倍率 changing from 4 falls to 2falls
――将两个小车开至起重臂根部，打开变幅限位器。
Move both trolleys onto the jib foot and open the trolleying limiter.
――将吊钩(6)、滑轮组降至地面，并使其保持垂直位置，抽出连接板（5）
与单滑轮架（4）的连接销（8），重新在单滑轮架上装上销轴（8）并
用开口销固定。
lower the hook(6), pulley blocks to the ground and rest them in upright
position, remove pin (8) connecting plate(5) and single pulley yoke (4),
replace the pin(8) on the pulley yoke and fastening by split pin.
4
9
3
5
8
Fig.2-5-7
2A-35
STT293 TOWER CRANE ERECTION MANUAL
――操纵“上升”动作，单滑轮架（4）离开地面，继续上升至定位叉内（见图 2-5-8）
operate “hoisting”, the single pulley yoke (4) leave the ground and
continue raising the inside of the orientation fork( see fig. 2-5-9)
――抽出后小车（1）与前小车（2）的连接销轴（8）
，然后将前小车（2）
向臂尖方向行走，后小车（1）与前小车（2）分离，再把销轴（8）和
固定件（9）装在后小车（1）上。
Remove the connecting pin (8) from rear trolley (1) and front trolley (2),
then the front trolley (2) travelling to the jib nose direction, the rear
trolley (1) and the front trolley (2) separate, then install the fixed part (9)
and pin (8) on the rear trolley(1).
――这时机构位于二倍率状态。
The equipment is in position for working with 2 falls.
1
2
4
9
8
Fig.2-5-8
2A-36
STT293 TOWER CRANE ERECTION MANUAL
注意：如果长期使用单小车进行负载变幅，应定期进行下列操作：
important: if, for moving the load, only one trolley is used over a long time, the
following operations must be carried out periodically:
――重新恢复到四倍率，在起重臂全长上进行多次“向前”和“向后”行走动
作，同时进行“起升上升”和“起升下降”动作，以便把钢丝绳的扭转分布
在其全长上。要保证位于起重臂端的钢丝绳防扭器转动自如。在重新
恢复到二倍率。
Return to 4-fall equipment, then move the trolley several times
“foreword” and “backward” over the whole jib length and operate
simultaneously “lowering” and “hoisting” in order to distribute twisting
of the rope over its whole length. Make sure that the swivel placed at the
jib nose rotates freely. Then return to 2-fall equipment.
2A-37
STT293 TOWER CRANE ERECTION MANUAL
从二倍率变换为四倍率 changing from 2 falls to 4 falls
――将前小车（1）开至起重臂根部的后小车（2）旁边
move the front trolley (1) near the rear trolley (2) on the jib foot.
――按下控制台上“倍率变换”按钮，然后，进行以下操作：
Press upon the “falls changing” button on the control unit, then, proceeding
follow operations:
z 将销轴（8）抽出，“小车向后”行走，将后车（1）紧靠在前车（2）
。
Remove the pin (8), the trolley traveling backward and the rear trolley (1)
abut against the front trolley (2).
z 用销轴（8）和固定件(9)将后车（1）与前车（2）连接。
Rear trolley (1) and front trolley (2) linked with pin (8) and fixing part (9).
――进行“起升下降”操作，单滑轮架（4）下降。
Continue “lowering”, the single pulley yoke (4) lowers.
――当单滑轮架（4）到达地面时，用销轴（8）
、
（10）将单滑轮架（4）
、吊钩
（6）与双滑轮架（3）连接在一起。
（见图 2-5-9）
As soon as the single pulley yoke (4) reaches the ground, the single pulley yoke (4),
hook (6) and sister block yoke (3) linked together with pin (8) (10) ( see fig. 2-5-10)
――塔机处于四倍率工作状态。
The crane is in position for working with 4-fall.
2A-38
STT293 TOWER CRANE ERECTION MANUAL
1
2
4
9
3
8
6
Fig.2-5-9
注意：高于独立高度使用双小车须知
important: Operate 2-trolley notices in case of over the free height
双小车机构是为独立高度使用的塔机而设计。在超过独立高度下使用情
况，重量平衡达到极限，使滑轮组变换变得危险。如用户需要在大于独立高
度时使用双小车，请向我方咨询，应对滑轮组进行配重，这样应降低塔机使
用性能。
The 2-trolley equipment has been designed for the free standing height of
the crane considered. In case of the use for higher crane heights, the limit is
quickly reached where the balance of the weights involved makes changing the
rope reeving dangerous. If the user demands use the 2-trolley in case of the over
free standing height, please consult us. In this case, the pulley blocks must be
ballasted what leads to downgrading of the characteristics.
2A-39
STT293 TOWER CRANE ERECTION MANUAL
六、通道的安装 FITTING THE ACCESSES
A
B
“A” — 3m 四环爬梯 3m with four loops ladder
D
“B” — 无环爬梯 Ladder without loops
“D” — 带平台两环爬梯 two loops ladder with platform
爬梯形式及安装位置 Type of ladder and erection position
全部爬梯均安装在带顶升耳的塔片上。必须按表 2-6-1 安装
All the ladder should be fit on the mast panel with telescoping lug. Must be fitted as
per table 2-6-1
Table 2-6-1
D
20
D
A
D
A
A
D
A
A
D
D
A
A
D
A
D
A
A
D
A
A
D
A
A
D
A
A
D
D
A
A
D
A
A
D
A
D
A
A
D
A
A
D
A
A
D
A
A
D
A
A
D
A
A
D
D
A
A
D
A
A
D
A
A
D
A
D
A
A
D
A
A
D
A
A
A
A
A
D
A
A
D
A
A
D
A
A
D
D
A
D
D
A
A
D
A
A
D
A
A
D
A
A
D
A
D
A
A
D
A
A
D
A
A
D
A
A
A
A
A
D
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
D
D
A
D
D
A
D
D
A
D
D
D
D
D
A
A
A
D
A
A
D
A
A
D
A
A
D
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
节数
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
2A-40
STT293 TOWER CRANE ERECTION MANUAL
第三章
顶升
CHAPTER III. TELESCOPING
一
准备工作 Preparing The Telescoping
1 顶升部件的安装 Fitting The Telescoping Equipment ························ 3A-2
2 检查工作 Checking ············································································· 3A-4
二
顶升平衡 Balancing For Telescoping ··············································· 3A-6
三
顶升加节 Telescoping
1 顶升原理 Principle ·············································································· 3A-7
2 加节 Introducing The Mast Section ····················································· 3A-8
3 穿绕电缆 reeling the cable ·································································· 3A-12
四
顶升时注意事项 Cautions ···································································· 3A-14
3A-1
STT293 TOWER CRANE ERECTION MANUAL
一、准备工作
1．顶升部件的安装
1）首先安装油缸、泵站，然后利用油缸将顶升套架顶起并用销轴与下回转联接，
安装顶升横梁、挂靴。
2）引进梁的安装
z 引进梁安装可以在空中进行，在加节前。
z 引进梁安装也可以在地面进行，在安装回转机构或连接节之前。
Ⅰ.
PREPARING THE TELESCOPING
1。Fitting the telescoping equipment
1） First of all, install the hydraulic cylinder and hydraulic pump, then jack up the
telescopic cage by using the hydraulic cylinder and pin-connect the telescopic
cage to the under slewing. Install the telescoping yoke and support plates.
2） Fitting the monorails
The monorails are fitted onto the telescoping mast. This operation can be carried out:
z In the air，before telescoping .
z On the ground, before fitting the slewing winch or the connecting mast.
3A-2
STT293 TOWER CRANE ERECTION MANUAL
引进梁的安装可借助板钩进行
z 用轴销（2）将板（1）安装在下支座或连接节的板（3）上。
（如图 3-1-1A）
z 用板钩（5）通过圆钢（7）吊起第一根引进梁（6）
，（如图 3-1-1B）直至可
以用轴销（4）将引进梁销定在板（1）上。
（如图 3-1-1C）
z 用销轴（8）将引进梁（6）锁止在板（1）上。由于两个销轴的锁定使引进梁
呈水平位置。
（如图 3-1-1D）
z 抽出销轴（4），板钩（5）向前移动，带动引进梁（6）向前移动，直到能用
销轴（9）销定在引进梁（6）上的板（10）上为至。
（如图 3-1-1E）
z 把板（1）扳到引进梁（6）上部插上销轴（4）及销轴（8）
。（如图 3-1-1F）
z 用同样的方法安装第二根引进梁。（完成后如图 3-1-1G）
Installation of the monorails is carried out by means of the telescoping hook.
z Fit the plates (1) onto the gussets (3) of the slewing connecting plate by means
of the shafts (2). (Fig. 3-1-1_Detail A)
z Using the telescoping hook (5), pick up the first monorail (6) by the round bar
(7) and lift it until it can be pin-connected to the plates (1) by means of the shaft
(4). (As shown in Fig. 3-1-1B and Fig. 3-1-1C)
z Lock the monorail (6) on the plate (1) by means of the shaft (8). The lock of the
two shafts put the monorail in horizontal position. (As shown in Fig. 3-1-1D)
z Remove the shaft (4), and move the hook (5) forward until the monorail (6) can
be pinned into the gussets (10) by means of the shaft (9). (See Fig. 3-1-1E)
z Turn the plates (1) to the upper part of the monorail (5) and insert in the shaft (4)
as well as the shaft (8). (See Fig.3-1-1F)
z Proceed in the same order for fitting the second monorail. (See Fig. 3-1-1G).
3A-3
STT293 TOWER CRANE ERECTION MANUAL
2. 检查工作
A. 检查顶升辅助装置的安装并使液压机构处于使用状态。
B. 检查顶升套架是否与下支座连接好。
C. 检查引进梁和引进小车是否安装好
D. 检查顶升横梁是否与油缸用销轴连好并检查挂靴是否吊在顶升耳座上。
2. CHECKING
A. Check for good installation of all the telescoping accessories and put the hydraulic
mechanism into operation.
B. Check for the good connection between the telescopic cage and the under slewing.
C. Check for the good installation of the monorails and the trolley.
D. Check for the good connection between the telescoping yoke and the hydraulic cylinder.
Make sure that the support plates are slung on the telescoping lugs.
3A-4
STT293 TOWER CRANE ERECTION MANUAL
2
1
3
9
4
A
C
E
5
7
6
B
8
D
F
Fig. 3-1-1
3A-5
STT293 TOWER CRANE ERECTION MANUAL
二、顶升平衡
(1) 塔机只能在将小车开到理论平衡位置后，才能进行下述操作。
(2) 将液压泵站操纵杆推到“向上顶升”方向，向上顶升。直到回转支承的支腿
刚刚离开鱼尾板为止。
(3) 检查塔机是否平衡，如不平衡移动变幅小车进行重新调整。
(4) 可通过检验回转支承支腿与鱼尾板是否在一条垂线上，找到变幅小车的准
确平衡位置。
(5) 可将起重臂变幅小车的平衡位置在臂架斜腹杆上系布条作为标记（特别注
意：该标记距离取决起重臂长度，起重臂长度不同小车的平衡位置不同）。
Ⅱ、BALANCING FOR TELESCOPING
(1) The crane can only be operated to accomplish the following movement after the
trolley is droved to the theoretical balancing position.
(2) Operate the lever of the hydraulic pump station in the “hoist-up” direction and
telescope until the feet of the slewing ring just leave the fishplates.
(3) Check that the crane is balanced and readjusts, if required, by moving the jib
trolley.
(4) The exact position can be found by verifying the alignment of the slewing ring
feet with the fishplates.
(5) This balancing position of the jib trolley can be marked on the jib by knotting a
piece of cloth around a diagonal bracing. But remember that this marked distance
depends on the jib length. Different length of jib determines different balancing
position. Consequently the mark should be removable.
3A-6
STT293 TOWER CRANE ERECTION MANUAL
三、顶升加节
1．顶升原理
（1）顶升程序包括一系列操作过程，这些操作过程需重复进行几次。
（2）用顶升横梁上的顶升油缸顶起塔机上车部分。
（3）用顶升套架上的锁靴将顶起的塔机部分固定在塔身顶升耳座上。
（4）从钩上摘下挂靴和横梁组件，并脱离顶升耳座，收回活塞杆，将组件提起。
（5）重新将横梁放到另一对顶升耳座上。
（6）为了获得标准节放进顶升套架所需空间，此顶升操作要重复三遍，顶升开
始阶段活塞杆初行程为 0.7 米。
Ⅲ、TELESCOPING
1. PRINCIPLE
(1) The telescoping sequence comprises a series of operations which should be
repeated for several times.
(2) Lift the crane’s upper part to be telescoped by extraction the jacking cylinder that
rests on the telescoping yoke and the lugs.
(3) Rest the lifted part on the lugs of the mast by means of the cage’s lock shoes.
(4) Unhook the support plate / yoke assembly, keep it away from the lugs, and then
raise it by retracting the piston rod.
(5) Rest the assembly on the next pair of jacking lugs over again.
(6) Repeat the above jacking sequence three times so as to obtain the space required
for the introduction of the mast in the cage. The first stroke of the piston rod at
the beginning period of jacking operation is about 0.7m.
3A-7
STT293 TOWER CRANE ERECTION MANUAL
2. 加节
（1） 将引进小车用螺栓与标准节相联，然后放到塔机引进梁下方。
（2） 把起重吊钩换上起吊引进小车的专用吊钩，吊起带有标准节的引进小车，
将其送进引进梁上。如图 3-3-1.
（3） 用户应根据实际情况，严格遵循顶升注意事项来，将小车开到对应臂长平
衡位置，使塔机到实际的平衡后再进行顶升加节。
（4） 拆下回转座与标准节上的销轴，启动油缸控制手柄，油缸将上车部分顶起，
使回转底座的主角钢与标准节上的主角钢微微离开 5-10mm，观察塔机上
部回转支座主角钢是否与下面联接的主角钢在一条直线上，以此校验小车
的平衡位置是否正确。如不符合上述条件，应开动小车以调整平衡位置，
此时不得使塔吊做回转等其它运动。
2．INTRODUCING THE MAST SECTION
(1) Fit the monorail trolley onto a mast section by means of bolts. Place them under
the monorail.
(2) Use the trolley special hook instead of the hoist hook. Sling the trolley with mast
section, and introduce them into the monorail. See the Fig. 3-3-1.
(3) Move the trolley to the theoretical balancing position of the relevant jib length.
The operation must be strictly obeying the telescoping notice. Introducing
the mast section when the crane is actually balanced.
(4) Remove the shaft between the lower slewing and the basic mast. Activate the
control lever of the hydraulic cylinder in order to telescope the upper part of the
crane and make the main angles of slewing base and basic mast slightly apart
about 5-10mm. Never allow the tower crane make slewing operation before
balance is guaranteed. Observe the main angle iron of the upper support of
slewing and undersides connect main angle iron on same beeline, in order to
check the trolley balancing position whether correct. If not get to above
conditions, the balancing position can be adjusted by moving the trolley, the
crane should not do slewing and other action at this time.
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STT293 TOWER CRANE ERECTION MANUAL
（5） 如平衡，继续顶升，顶到一个行程后，用锁靴（联接座）将顶起的部分固
定在塔身顶升耳座上。如图 3-3-3.
（6） 将挂靴上的安全楔取下，从顶升耳座上取下挂靴，提起油缸使横梁与挂靴
一起升到另一个耳座上，然后把挂靴挂到另一个耳座上，并用安全销按图
示,将其锁好。如图 3-3-4.
（7） 提起操纵杆，使顶升套上的锁靴（联接座）与顶升耳座脱开继续下一个顶
升过程直至顶升的距离能放入一个标准节为止。
（8） 引进标准节，用销轴将标准节与下面的标准节相联，再用套架上的顶升用
安全销轴把引进的标准节与下回转支座相联。直到加最后一节标准节时，
必须用标准的塔身销轴与回转支座相联。如图 3-3-5.
(5) If the crane is balanced, go on telescoping to a full journey. Fix the lifted part
onto the lugs of the mast by means of the cage’s lock shoes .See the Fig. 3-3-3.
(6) Remove the safety wedges on the cage shoes. Keep the cage shoes away from
the lugs. Raise the telescoping yoke and cage shoes to the next lugs by lifting the
cylinder. Then fix them by means of the cage shoes and pin them using the safety
pin. See the Fig. 3-3-4.
(7) Raise the control lever. Keep the cage shoes away from the lugs. Go on
telescoping to the next journey until there is enough space to introduce one mast.
(8) Introduce the mast and connect it to the lower 7.5m basic mast or mast section
using shafts. Connect the mast inserted to the lower slewing base using the
safety shafts for the telescoping of the cage. It is necessary to use the standard
mast shaft to connect the mast with the slewing base. See the Fig. 3-3-5.
3A-9
STT293 TOWER CRANE ERECTION MANUAL
专用吊钩
Special hook
回转支座
Slewing support
5-10mm
Fig.3-3-1
Mast section
标准节
Fig. 3-3-2
3A-10
STT293 TOWER CRANE ERECTION MANUAL
联接座
Lock shoe
顶升耳 Telescoping lug
Cylinder 油缸
操纵杆
Control lever
Fig. 3-3-3
挂靴
Cage shoe
A-A
A
A
安全销
Safety shaft
顶升横梁
Telescoping
yoke
Fig. 3-3-4
顶升用销轴
Shaft for telescoping
Fig.3-3-5
3A-11
STT293 TOWER CRANE ERECTION MANUAL
3、穿绕电缆 Reeling the cable
顶升操作时，电缆按图 1 所示悬挂，最后一个标准节安装完毕后，按图 2 所
示安装电缆。
打开通道平台的孔盖，放松电缆使其能在电缆网套中滑动，用尼龙扎带将电缆固
定在转动扶梯中部。
在所有情况下均应使用电缆网套悬挂电缆以防止电缆损坏。电缆网套的悬挂
点一端在下回转架上，另一端在回转支承通道平台底部。
The telescoping operation, suspended the cable as fig.1, after mounted the last
mast section, fitting the cable as fig.2.
Open the cover of the platform for the accesses, release the cable and make it
could gliding in the cable net, fixed the cable in the middle of the ladder by nylon
cingulum.
It should be used the cable net to prevent the cable to out of damage in all
circumstances. One side of the suspended point for the cable cover in the lowering
slewing support, the other under the slewing support accesses platform.
2
2
1
1
图1
图2
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STT293 TOWER CRANE ERECTION MANUAL
注意：
根据顶升加节的高度来确定增加延长电缆的长度，不可一次增过长的电缆。
弯曲或盘在一起的电缆将会形成电感。从而，增加电压和无功损耗，降低功率因数增
大电流和电压降，从而使电机严重发热，造成电器元件损坏，频繁跳闸等现象的发生。
Important:
The cable lengths increased and extended depend on the length of telescoping added
mast, it forbidden to increase overlength cable once time.
The inductance would be generating by curving cable and cable twist together. Thereby,
voltage and idle work wastage will be growing; the power factor will be decreased, the
current and voltage drop will be growing, which can occurred some phenomenon such
as: motor generate heat badly, damage the electric appliance component and tripping
operation occurred continually etc.
3A-13
STT293 TOWER CRANE ERECTION MANUAL
四、顶升时注意事项
（1）在顶升时严禁移动变幅小车，严禁回转起重臂及用吊钩做起升或下降动作。
（2）风速超过 13m/s，不容许进行顶升。
（3）不同臂节长度时小车的平衡位置不同。理论距离主要与平衡臂配重的实际
重量有关，要使配重重量与平衡臂和起重臂长度相匹配。
（4）在顶升前一定要检查电缆悬挂位置，使其能在电缆扣中滑动，防止顶升过
程中损坏电缆。
（5）顶升完后可以用本吊将套架及其顶升机构落到地面，压重形式和行走形式
时，将套架及顶升组件落到最下面标准节的最下方，并用锁靴（联接座）
锁紧。
（6）加节高度超过塔机的自由高度时，需加附着架时，顶升套架这套装置就不
必取下，仍安装在回转底架上。
（7）无论顶升或下降，必需保证顶升横梁上的挂靴与顶升块用安全楔锁紧，以
免挂靴脱落造成危险。如图 3-3-5 所示。锁靴（联接座）抬起后，必须套
入锁环，防止操纵杆回落，造成危险.
Ⅳ. CAUTIONS FOR TELESCOPING
(1) We strongly recommend that it is strictly forbidden to SLEW the jib, to
MOVE the trolley, to OPERATE the hoist winch (hoisting or lowering)
during telescoping.
(2) If the wind speed exceeds 13m/s, the crane is not allowed to be telescoped.
(3) The balancing position of the trolley is different according to the various length of
the jib. They depend in particular on the actual counter jib ballast weight. Make
sure that this ballast weight corresponds to the counter jib and jib lengths used.
(4) Check the suspension position of the cable before telescoping. Use cable pulling
grips in order to prevent the cable getting damaged during the telescoping.
(5) Put the telescopic cage and telescoping winch on the ground using this crane after
telescoping. If the crane is base ballasting type or traveling type, put the
telescopic cage and telescoping winch to the lowermost part of the lowest 7.5m
basic mast. Fix them by using lock shoes.
(6) Beyond its free height after telescoping, the crane must be fixed using the
anchorages. At this time it isn’t necessary to take the telescopic cage down. Keep
it on the slewing chassis as it is.
(7)It is a must to connect the cage shoes on the yoke to the lugs by means of the
safety wedge to avoid it falling off. See Fig. 3-3-5.After lifting the shoes, it is a
must to fit the locking ring in order to avoid the control lever falling off.
3A-14
STT293TOWER CRANE ERECTION MANUAL
第四章
投入使用
CHAPTER IV. PUTTING INTO SERVICE
一
立塔后进行检查
Checks To Be Carried Out After Erection ····································· 4A-2
二
折下引进梁 Dismounting The Monorails ······························ 4A-4
三
落下顶升套架 Lowering The Telescopic Cage····················· 4A-6
四
安装电源电缆 Fitting The Electric Supply Cable ················ 4A-9
4A- 1
STT293TOWER CRANE ERECTION MANUAL
一、 立塔后进行检查 CHECKS TO BE CARRIED OUT AFTER ERECTION
在投入使用前为了保证塔机能在正确的驱动及安全状况下进行工作。必须对塔机
进行各方面的检查。
An overall inspection should be carried out before putting the tower crane into
operation to guarantee the crane working and operating under correct driving system
and safety working situation.
有关部分
需进行的操作
Crane parts
Operations to be carried out
1． 检查轨面，防止障碍物阻止大车运行
Check that there are no obstacles on the track that may hinder the
crane traveling.
2． 检查缓冲器和限位开关（根据现行标准）
Check the fitting of the buffers and the limit switch ramps
大车行走 (according to the standards in force).
Traveling 3． 拆掉所有楔块和锚固装置。
Remove any wedges and anchorages.
4． 松开台车夹轨器。
Release the bogie rail clamps.
5． 保证运行机构电气连接完好。
Make sure that the traveling mechanisms are electrically connected.
1. 检查固定装置是否符合要求。
Check for correct fixing attachment
2. 检查一下非工作状态固定装置的紧固件。
底架
Check the fastenings for out of service anchorage, if any.
Chassis
3. 检查塔底下的输出电缆是否安装得当,以防造成损坏.
Check that the electric cables run correctly under the chassis in
order to avoid any damage.
检查梯子及护身栏的固定装置是否安全可靠，重新使用时要
通道
更换损坏件。特别是上一次使用后的锁定楔。
Access
Check for reliable fixing of the ladders and back loops, replace
all defective parts particularly the locking wedges before reusing
标准节
1. 检查标准节联接销轴的安装。
Check the fitting of the mast pinning shafts.
Mast
2. 检查电缆是否在沿塔身的电缆固定用钢丝绳上固结好了。
section
4A- 2
STT293TOWER CRANE ERECTION MANUAL
引进梁
Monorail
顶升套架
Telescopic
cage
司机室
Cab mast
上车部分
Upper part
润滑
Greasing
Check that the electric cables are correctly hooked on the cable
support rope.
3. 检查基础节上扶梯的接头是否安装好。
Check for proper fitting of the ladder joint on the basic mast.
1. 检查是否将引进梁折靠在标准节的一侧
Check whether the monorail has already been folding down
alongside the mast section.
1. 检查是否落下顶升套架
Check whether the telescopic cage has been lowered down.
2. 检查套架扶梯是否紧固
Check the fastening of the cage ladders.
1. 检查司机室是否连接可靠。
Check for proper connection of the operator’s cabin.
2. 确保通往塔顶撑架扶梯安装正确,可靠。
Make sure that the strut access ladder is fitted correctly.
1. 检查配重臂人行走道及扶手栏杆的安装。
Check the fitting of the counter jib’s catwalks and grab rails
2. 检查起升及变幅绳穿绕是否正确。
Check for proper reeving of hoist rope and trolley rope.
3. 检查小车检修平台是否安装好.
Check for proper fitting of the trolley inspection platform.
4. 检查塔头撑架销连接情况。
Check for proper pin-connection of the strut on cathead
5. 检查平衡臂配重的固定装置.
Check the counter jib ballast attachment.
6. 检查起升卷锁绳装置是否将钢绳锁固.
Check for proper locking of wire rope through rope locking device
of the hoist winch.
7. 检查通道上有无杂物,这些杂物在塔机运转中容易跌落。
Check whether the catwalks are cleared of all things, which could
fall down during the operation of the tower crane.
8. 检查安全绳是否已在起重臂和塔头撑架上安装好.
Check for the proper installation of the safety ropes on the jib and
the strut of the cathead.
按照使用说明，检查油线刻度及油脂润滑处。
Check the level and the scale of the grease line as well as the
greasing points according to the Operation Manual.
4A- 3
STT293TOWER CRANE ERECTION MANUAL
二、折下引进梁
为了不防碍小车在最小半径上运动，必须将引进梁折靠在塔机的一侧。
将引进钩安装到吊钩上换下起重吊钩，取下引进梁支撑板（1）上的销轴 a（φ
25）和 b（φ25）
，将引进梁支撑板折成垂直状态，销上销轴 a。如图 4-2-1。
先钩住第一根引进梁（2）
，卸下销轴 c（φ25）和销轴 d（φ25）。启动小车，向
臂尖方向运行，直至引进梁末端的钩子钩住销轴 b 为止，然后穿上销轴 a。
降下引进钩，使引进梁以销轴 a 为轴折靠于塔身的一侧，松开吊钩。接着重复上
述操作，折下另一只引进梁。
注：当引进梁需全部拆除以便在另一个塔机上使用时，应按如下所述继续上面的
操作：钩住引进梁上的圆钢（3）
，将引进梁提升呈水平状态。卸下销轴 a，再使
小车向外行驶，将第一根引进梁吊放在场地上，用同样方法拆卸下另一根引进梁，
并拆下引进梁支撑板（1）及销轴 a、b、c、d、e 以备再用。
卸下引进钩，装上 12 t / 18t 吊钩。
Ⅱ. FOLD DOWN THE MONORAILS
In order not to hinder the trolley manoeuvring on minimum radius, it is necessary to
fold down the monorails alongside the crane tower.
Equip telescoping hook instead of the hoisting hook. Take off shafts a（φ25）and b
（φ25）of the monorails support plates (1) and fold them down in vertical position ,
pin shaft a as shown in Fig. 4-2-1.
Hook up the first monorail (2), unpin shafts c（φ25）and d（φ25, trolley-out towards
the jib nose until the hook at the end of the monorail hooks with shaft b and then
insert shaft a.
Lower the special hook for telescoping, the monorail folds down alongside the mast
while take the shaft a as its axle, free the hook, and repeat the same operations for the
second monorail.
NOTE:
When the monorails are to be dismounted completely for use on another
tower crane, continue the aforementioned operations as follows:
Hook up the monorail by round (3), raise it in horizontal position, unpin shaft (a),
trolley-out and lower the first monorail to the ground. Proceed in the same way with
the second monorail and remove monorail support plates (1) and shafts a, b, c, d, e
for future re-use.
Take off the special hook for telescoping and equip with the 12t /18t lifting hook.
4A- 4
STT293TOWER CRANE ERECTION MANUAL
e
d3
c
e
c
2
1
b
a
d
3
1
b
a
Fig 4-2-1
4A- 5
2
STT293TOWER CRANE ERECTION MANUAL
三、落下顶升套架
（1）利用吊车将顶升横梁及油缸落到底部。
（2）将吊索绕在与油缸附件同水平的顶升套架后梁上。
（3）挑选一只适当长的吊索。
（4）将吊索打紧，但不要太紧。
（5）检查标准节是否紧固，是否与回转支承联接好。
（6）拆下联接顶升套架及回转支承的销轴。
（7）松开安全制动装置。
（8）为了安全地落下顶升架，顶升套架上不许站人，使用标准通道作业。
（9）放松钢丝绳，顶升架靠其自重下落。
Ⅲ、LOWERING THE TELESCOPIC CAGE
（3） Using a mobile crane to lower the telescoping yoke and the cylinder down to
the foot .
（4） Run a sling around the rear beam of the telescopic cage that is at the same level
as the cylinder attachment.
（5） Choose a proper sling.
（6） Tighten the sling but not too much.
（7） Check that the mast sections are bolted together and connected to the slewing
base.
（8） Remove shafts connecting the telescopic cage and the slewing base.
（9） Release the safety-braking device.
（10）In order to carry out the lowering operation safely, no personnel are allowed to
remain on the cage, and using standard access should carry out the operation.
（11）Slacken the rope; the cage must lower by the action of its dead weight.
4A- 6
STT293TOWER CRANE ERECTION MANUAL
注意：
在操作中应尽可能的均衡由吊索拉力所产生的侧向力，以防止顶升架沿塔
身下落受到阻碍。液压泵站的重量可维持这一平衡。
每一次通过顶升耳座时都要松开安全制动装置，然后继续落下顶升架，使
其落到基础节上的最低位置，但不要影响塔身通道，将顶升架用锁靴紧固在顶升
耳座上，取下液压泵站，连同油缸及顶升横梁一起在另处保存起来。
当您的塔机投入正常使用以前，请务必将顶升套架降至底部（如图 A）。如有
附着，请将顶升套架降至附着框架位置（如图 B）。
ATTENTION:
During this operation counterbalance as much as possible the lateral forces due to the
sling tension so as to prevent the telescopic cage from getting blocked on the mast .The
weight of the hydraulic pump contributes to this balance.
Release the safety-braking device whenever passing through the lugs and continue
lowering the telescopic cage until it reaches the lowest position on the basic mast
without, however, obstructing the mast access. Rest the telescopic cage on a set of lugs.
Lower down the hydraulic pump and store it away with the cylinder and the
telescoping yoke.
Before the tower crane is put into service, please lower the telescopic cage to the
ground (detail A). For the crane with anchor, please lower the telescopic cage to the
anchor (detail B).
A
B
4A- 7
STT293TOWER CRANE ERECTION MANUAL
Fig 4-3-1
4A- 8
STT293TOWER CRANE ERECTION MANUAL
四、安装电源电缆
在顶升中，电源电缆如图 4-4-1a 所示悬挂。当最后一节标准节安装完毕后，将
电源电缆如图 4-4-1b 所示安置。
打开平台上的通道门，松开电缆，使其能在电缆套（C）中滑动，并将该电缆扣
引进通道平台上的开口，销上通道门。
使用夹钳将电缆固定于旋转扶梯中部，为了防止电缆损坏，在所有地方都必须使
用电缆扣，这些电缆扣的连结点一头置于固定塔顶底部，另一头置于回转支承平
台底部。
Ⅳ、FITTING THE ELECTRIC SUPPLY CABLE
During telescoping the supply cable was suspended as shown in Fig. 4-3-1a. After
finishing the fitting of the last mast section, install the supply cable as shown in Fig.
4-3-1b.
Open the passage door on the access platform , slacken the electric cable by sliding it
in the cable pulling grip （C）and introduce the cable sling thus formed into the access
platform opening . Bolt passage door.
Using a clamp fix the cable in the middle of the turning ladder. In all cases, use cable
pulling grips in order to prevent the supply cable from getting damaged. The fixing
points of these cable pulling grips are located under the fixed upper slewing
mechanism for one end and under the slewing ring platform for the other end.
4A- 9
STT293TOWER CRANE ERECTION MANUAL
C
电缆 Supply cable
a
电缆 Supply cable
b
Fig. 4-4-1
4A- 10
STT293 TOWER CRANE ERECTION MANUAL
第五章
拆塔
CHAPTER V. DISMANTLING
一、引言 Introduction · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · 5A-2
二、拆卸前的准备工作 Preparing Before Dismounting · · · · · · · · · · 5A-3
三、拆塔 Dismounting · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · 5A-4
5A-1
STT293 TOWER CRANE ERECTION MANUAL
一、引言
拆塔工作完全可用辅助吊车来进行，在现场条件许可下，可部分的由起升卷扬
机构完成，这时要求暂不拆卸电气装置.
特别注意：
对于所拆卸的部件，如臂架、配重臂等必须遵守规章，以防止当拆开某一
部件时，塔机的其余部分有失去平衡的危险。
Ⅰ. INTRODUCTION
As far as the final stage of dismounting is concerned, this can be carried out entirely
by the auxiliary mobile crane. If site conditions permits, it can be carried out partly by
the hoist winch, which requires the electrical installations keep untouched.
IMPORTANT ADVICE:
For certain parts removed, such as the jib, counter-jib etc., security regulations must
be observed to prevent the other parts of the tower crane from unbalancing while
dismounting some certain part.
5A-2
STT293 TOWER CRANE ERECTION MANUAL
二、拆卸前的准备工作
（1）保证没有障碍物妨碍操作。
（2）联结好通往塔顶的爬梯。
（3）将顶升套架升至塔身顶部，并将其四个角销上。
（4）安装顶升套架附件，并注意以下几点：
a. 使油缸全部伸出并将顶升横梁销接于顶升耳座上。
b. 将顶升横梁装在自回转支承起的第五对顶升耳座上.
c. 将引进小车提升到引进梁上并将其固定在要拆掉的标准节上，将臂架
旋至顶升套架开口一侧。
Ⅱ. PREPARING BEFORE DISMOUNTING
（1）Make sure that there is no obstacle hindering the dismounting operations.
（2）Connect the cathead access ladder properly.
（3）Raise the telescopic cage to the top of the mast and pin-connect it at the 4
corners.
（4）Fit the telescoping accessories, considering the following points:
a. Extend the cylinder completely and pin-connect the telescoping yoke to the
lugs.
b. The telescoping yoke will be fitted on the 5th pair of lugs counting from the
cathead onwards.
c. Raise the mast lifting yoke onto the monorails and fix it onto the mast
section to be removed. Slew the jib to the open telescopic cage side.
5A-3
STT293 TOWER CRANE ERECTION MANUAL
三、拆塔 Dismounting
1、
降塔：按塔机顶升操作方法，依次将标准节拆下，遇有附着装置可将附着
装置拆下，使塔机处于顶升加节前的安装位置。
Dismounting : Dismount the mast section in turn according to the operate
telescoping methods, can be dismount anchorage device if came across, make
the crane at the erect position before telescoping.
2、
将小车固定在臂根处。
Fix the trolley on the foot of jib.
3、
拆除起升钢丝绳及塔机各电缆线。
Dismount the hoist rope and each cable of crane.
4、
严格按立塔时平衡臂及臂架相反的安装顺序及要求，依次拆除配重、平衡
臂及臂架。
As per counter jib and jib opposite erection sequence during erection strictly,
Dismount the counter jib ballast、counter jib and jib in turn.
5、
拆卸塔头及回转总成。
Dismount cat head and slewing assy.
6、 拆卸顶升套架
Dismount telescoping cage.
7、 拆卸标准节。
Dismount mast section.
8、 拆除压重及底架。
Dismount base ballast and chassis.
当所有零部件拆下后，应妥善保存，拆下后的零部件可在地面进行分解，
以便运输和保管。(以上部件的拆卸方法与安装方法相反)
After dismounted all spare parts, should be kept properly, the dismounted spare
parts can be disassembled on the ground, in order to travel and keep expediently.
(Dismounting method above parts is opposite to the erection method).
5A-4
STT293-1
150
98
207
地脚之间最大允许高度误差为±1mm
Max. permitted height tolerance between feet in any axis:±1mm
③挠曲钢筋 Bent bars
④挠曲钢筋 Bent bars
1774±0.5
ATTENTION:Check the anchoring feet
position in relation to the X and Y axes.
A
6.5×6.5 6400
Y
7.0×7.0 6900
7.5×7.5 7400
①
②
8.0×8.0 7900
150
A
16
16
16
206
2.1
16
16
235
1.7
16
16
270
1.5
16
16
307
1.3
L Φ20
250
150
40
40
L Φ16
40
B
①
②
450Φ20
2000
下支杆 Lower rods ②
①
40
上支杆 Upper rods
16
pB
Q
2
(t) (kg/cm )
3.0
173
全部测量单位为毫米。
ALL MEASUREMENS ARE IN MILLIMETRES
X
B
④
50°
2000
③
40
②
③
40
250
①
方格15x15cm
AxA
L
(m)
(mm)
6.0×6.0 5900
600
方格25x25cm
2000
1590
注意：检查固定脚X轴与Y轴的相对位置之关系。
40
1900Φ10
①
③
40
⑤
1460 1460
50° ④
40
450Φ20
⑤
40
④
②
IND NUMBER
DESIGN
DOC.NO.
SIGN
DATE
DATE
混凝土强度等级Concrete resistance：C30
混凝土比重Min. Concrete density：2400kg/cm3
钢筋Reinforing steel bar：
2级或2级以上螺纹钢 Equal or more than 2 class steel bar.
基础重量Weight of foundations：Qt
标高塔机所要求地耐力
Permissible ground pressure：pB
固定基础
Concrete block
钢筋混凝土
Reinforce concrete
STT293-1
DRAWING MARK
WEIGHT SCALE
1:65
PAGE
OF
YONGMAO
ST6014-5
3
比重 Density of blocks ：2.4ton/m ；
3
土壤抗压强度 Compressive stength of soil：20ton/m ；
A
3
5
330±2
M64
25
500
00
2
φ65
2500
A
500
600
-0.5
φ66
30
25
φ66
25
φ190
900
φ10
1
330±2
6
200
7
4
-0.5
φ140 -1.0
φ140 -1.0
2500
700
0
700
φ7
δ25
7
6
5
4
3
2
1
钢筋 φ10-2500
板 25x700x700
螺母 M64
挡圈
垫圈
丝杆
混凝土
QT6002-10-4
GB6170-86
QT6002-10-3
QT6002-10-2
QT6002-10-1
RP C O D E
48
1
1
1
1
1
1
Q345B
Q345B
45
N A M E Q'TY MATERIAL
压重基础
IND NUMBER
DESIGN
DOC.NO.
SIGN
DATE
Foundation for
base ballast crane
钢筋混凝土
DATE
Steel
Plate
Nut
Block washer
Washer
Screw
Concrete block
Q235-B
Q235-B
REINFORCED CONCRETE
SINGLE TOTAL
WEIGHT
REMARK
ST6014-5
DRAWING MARK
WEIGHT SCALE
120
PAGE
OF
YONGMAO
ST6014-3
150
1500
540
1500
4
3
1
100
3
4
2 500
8 900
4 2200
3 1600
1000
7200
8800
4800
"D" BASE BALLAST
材料
序号
MATERIAL
REP
(
)
1
2
Q235-B
3
4
D形压重
此压重块为ST60/15、ST70/30及ST55/20通用。
每种分别成对制作，两种数量相同。数量由塔机高度而定，参见说明书。
This block is used by ST60/15,ST70/30 and ST55/20.
Every kinds of block is made in pairs,the quantity is same.
The quantity depends on the tower crane height ,see the manual.
0
R3
220
比重 Density of blocks：2.3ｔ/ｍ
3
IND NUMBER
DESIGN
直 径 数 量 单件长 总 长 度
DIAMETER Q ' T Y SINGLE TOTAL
LENGTH LENGTH
40
10
10
10
2 500
8 900
4 2200
3 1600
1000
7200
8800
4800
型式
材料
TYPE
MATERIAL
(
Q235-B
)
C形压重 "C" BASE BALLAST
220
混凝土块重量 Weight of blocks：2500Kg；
115
0
R3
R10
40
10
10
10
型式
TYPE
R30
R20
R10
DOC.NO.
混凝土块重量 Weight of blocks：2800Kg；
比重
220
1
2
直 径 数 量 单件长 总 长 度
DIAMETER Q ' T Y SINGLE TOTAL
LENGTH LENGTH
115
REP
R20
4
500
序号
R30
3
100
500
220
2
750
250
2
250
1
750
750
450
750
420
250
540
420
540
900
500
250
540
150
450
900
500
SIGN
DATE
DATE
Density of blocks：2.3ｔ/ｍ
压 重 块
BASE BALLAST
钢筋混凝土
REINFORECED CONCRETE
3
ST6014-3
DRAWING MARK
PAGE
WEIGHT SCALE
OF
YONGMAO
2480
1165
220
380
20 x 45°
65
150
150
180
250
320
30
65
5
1195
1175
925
4
190
2
2270
50
325
1
340
110
315
105
75
10
3
A
370
9
50
5
8
A
150
80
1 : 6
190
0
395 -2
7
65
80
1570
6
320
No.9：1070
No.7：1470
横向框
Horizontal Frame
300
纵向框
Vertical Frame
No.4：1080
No.5：2150
No.8：210
No.6：1000
技术要求Technical specification
1、配重偏差Tolerance：4000±1%
2、平面度Flatness：±1
3、混凝土强度Concrete strength：C30
10
9
8
7
6
5
4
3
2
1
T742719-1-10
T742719-1-9
T742719-1-8
T742719-1-7
T742719-1-6
T742719-1-5
T742719-1-4
T742719-1-3
T742719-1-2
T742719-1-1
圆钢φ50x800
圆钢φ10x2940
圆钢φ10x1220
圆钢φ10x3740
圆钢φ10x2840
圆钢φ10x5140
圆钢φ10x3000
圆钢φ80x750
圆钢φ25x150
圆钢φ50x365
1
14
1
7
1
8
4
2
2
2
序号
代号
名称
数量
RP
CODE
NAME
Q'TY M A T E R I A L
IND NUMBER
DESIGN
DOC.NO.
SIGN
DATE
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
12.3
1.7
0.49
2.18
1.63
3.05
1.725
29.6
0.57
5.77
材料
配重块
Counter weight block
单件 总计
重量
S.W T.W
WEIGHT
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
bar
bar
bar
bar
bar
bar
bar
bar
bar
bar
备注
REMARK
T742719-1
DRAWING MARK
WEIGHT SCALE
4000
PAGE
DATE
12.3
23.8
0.49
13.08
1.63
18.30
6.900
59.2
1.14
11.54
OF
YONGMAO
2480
1165
150 150
380
705
685
65
190
30
325
1170
4
227.5
150
150
110 370
9
10
2
A
80
8
750
6
0
7
1
φ50
3
75
340
315
φ80
φ25
800
50
φ50
225
5
435
200
250
52.5
220
395 -2
1570
A
1 : 6
320
No.7：1470
横向框
Horizontal frame
300
纵向框
Vertical frame
No.4：600
No.5:1055
No.8：210
No.6：390
技术要求Technical specification
1、配重偏差Tolerance：2000±2%
2、平面度Flatness：±1
3、混凝土强度Concrete strength：C30
No.9：1070
10
9
8
7
6
5
4
3
2
1
T742719-1-10
T742719-1-9
T742719-1-8
T742719-1-7
T742719-2-3
T742719-2-2
T742719-2-1
T742719-1-3
T742719-1-2
T742719-1-1
圆钢φ50x800
圆钢φ10x2940
圆钢φ10x1220
圆钢φ10x3740
圆钢φ10x1620
圆钢φ10x2950
圆钢φ10x2040
圆钢φ80x750
圆钢φ25x150
圆钢φ50x370
1
8
1
2
1
8
2
2
2
2
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
序号
代号
名称
数量
RP
CODE
NAME
Q'TY M A T E R I A L
材料
配重块
Counter weight block
IND NUMBER
DESIGN
DOC.NO.
SIGN
12.3
1.7
0.49
2.18
1.0
1.82
1.26
29.6
0.57
5.77
单件 总计
重量
S.W T.W
WEIGHT
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
bar
bar
bar
bar
bar
bar
bar
bar
bar
bar
备注
REMARK
T742719-2
DRAWING MARK
WEIGHT SCALE
2000
DATE
PAGE
DATE
12.3
13.6
0.49
4.36
1.0
14.56
2.52
59.2
1.14
11.54
OF
YONGMAO
2150
1000
4
137.5
150
10
11
150
380
110
φ50
9
150
75
150
3
715
30
50
310
290
φ50
190
φ80
380
325
200
65
250
210
50
150
5
A
5
8
65
80
6
370
7
0
395 -2
1570
2
1
320
A
No.10：905
No.9：630
No.7：1470
横向框
Horizontal frame
300
纵向框
Vertical frame
No.4：150
No.5:600
技术要求Technical specification
1、配重偏差Tolerance：1000±2%
2、平面度Flatness：±1
3、混凝土强度Concrete strength：C30
No.6：240
No.8：210
1 : 5
11
10
9
8
7
6
5
4
3
2
1
T742719-1-10
T742719-3-4
T742719-3-3
T742719-1-8
T742719-1-7
T742719-3-2
T742719-2-1
T742719-3-1
T742719-1-3
T742719-1-2
T742719-1-1
圆钢φ50x800
圆钢φ10x2610
圆钢φ10x2060
圆钢φ10x1220
圆钢φ10x3740
圆钢φ10x1320
圆钢φ10x600
圆钢φ10x1140
圆钢φ80x750
圆钢φ25x150
圆钢φ50x370
1
4
2
1
2
1
8
4
2
2
2
序号
代号
名称
数量
RP
CODE
NAME
Q'TY M A T E R I A L
IND NUMBER
DESIGN
DOC.NO.
SIGN
DATE
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
Q235B
12.3 1 2 . 3 Round
Round
Round
0.49 0 . 4 9 Round
2.18
Round
Round
1.26
Round
Round
29.6 5 9 . 2 Round
0.57 1 . 1 4 Round
5.77 11.54 Round
材料
配重块
Counter weight block
单件 总计
重量
S.W T.W
WEIGHT
备注
REMARK
T742719-3
DRAWING MARK
WEIGHT SCALE
1000
PAGE
DATE
bar
bar
bar
bar
bar
bar
bar
bar
bar
bar
bar
OF
YONGMAO
Fushun Yongmao Construction Machinery Co., Ltd.
Add.
Tel.
Fax.
Postcode
Website
：
：
：
：
：
：
No. 3 Yuanda Road, Shuncheng District, Fushun, Liaoning, P.R. China
86-413-7648899，7649988
86-413-7649999
113126
http//www.yongmao.com.cn
[email protected]
Manufacture License of Special Equipment No.：TS2410592－2008
20060228
