在下支座下端是爬升架，围在塔身四周，塔机视施工的需要由顶升机构可顶起塔身上
部结构，引进片式加强节，升高塔机的高度。
--The lower end of the slewing ring support is the climbing frame, which surrounds the
tower body. To meet construction needs, jacking mechanism can jack the upper structure of the
tower body to let in Strengthened sections for increasing tower crane height.
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1—固定基础 Foundation 2—塔身基础节 Tower base section 3—塔身加强节 Tower Strengthened
section 4—爬升架 Climbing frame 5—下支座 Slewing ring support 6—回转支承 Slewing ring 7—
上支座 Upper support 8—司机室Operator cab 9—起重臂Jib（a=70m、b=65m、c=60m、d=55m、e=50m、
f=45m、g=40m ） 10— 回转塔身 Slewing tower body 11—塔顶 Tower head12—平衡臂 Counter-Jib
（a=20m） 13—平衡重 Counter-weight （a=22t、b=20t、 c=19t、d=18t、e=16t、f=14t、g=12t） 14—
底架 Undercarrage 15—压重 Center Ballast
图1.3-2 Fig.1.3-2
1.3.3.2 附着式主要组件装配关系（参见图附着式主要组件装配关系 1.3-3）Assembly relation of main components for
附着式主要组件装配关系附着式主要组件装配关系
the tower crane anchored to the building (Fig.1.3-3).
本塔机固定独立式的最大起升高度为 61.5m, 若起升高度要超过 61.5m，必须用附着
装置对塔身进行加固。附着式塔机的最大起升高度可达 241.5m。当工作高度≤120m 时，
可采取二倍率、四倍率钢丝绳起升，当工作高度＞120m 时，只能采取二倍率钢丝绳起升。
The maximum hook height of the stationary tower crane is 61.5m. If this height is to be
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TC7035B-16 使用说明书
exceeded, the attachments of anchor-to-building shall have to be used to strengthen the tower
body. The maximum hook height of the attachments tower crane is 214.5m. In case of working
height≤120m, hoisting can be done only by 2-fall wire rope or 4-fall wire rope. In case of
working height>120m, hoisting can be done only by 2-fall wire rope.
附着式的结构布置与独立式相同，只是为了增加起升高度，塔身增加了片式加强节。
为提高塔机的稳定性和塔身的刚度，在塔身的全高内还设置了若干层附着装置（图 1-2 ），
标准附着时，要求塔身中心距离建筑物为 5m，若工程实际距离与此不符，请与本公司联
系。1.3.3.2.1 和 1.3.3.2.2 考虑到施工要求与塔身、附着架的受力规定了附着架与基础平面
距离、附着架之间距离以及附着架以上悬高的极限值。1.3.3.2.3 （图1-2）既能满足一般
的施工要求，又能最经济的配制附着架，降低塔机的使用成本。
The tower crane anchored-to-building has the same structural layout as stationary type,
only with the exception of Strengthened section added to the tower body for higher hoisting. To
enhance tower crane stability and tower body rigidity, several anchors are provided along the
whole height of the tower body (Fig.1-2). In case of standard attachment, the tower body center
has to be kept 5m away from the building. In case of the actual distance of the project not in
compliance with this requirement, just contact our company for further information. Items
1.3.3.2.1 and 1.3.3.2.2 give consideration to project construction requirements and
force-applied situations of the tower body and anchored frames. They specify the distance
between anchored frame and foundation plane, distance between anchored frames and
suspension height limit above anchored frame. Item 1.3.3.2.3 (Fig. 1-2) can satisfy both
ordinary construction needs and facilitate prefabrication of anchored frames most economically
for lower operation cost of the tower crane.
1.3.3.2.1 第一道附着 第一道附着 The The 1st anchored-frame attachment 第一道附着第一道附着 The The
(1)第一道附着架以下的塔身高度 h1 (支腿固定式含基节高
度、底架固定式含上基础节、下基础节高度)：
Tower height h1 below 1st anchored-frame attachment incl.
(Base section height in case of stationary crane with foundation
anchor, and height of upper base section and lower base section
in case of stationary crane with base frame.)
31.75(m)≤h1≤47.5 (m)
即第一道附着架以下的加强节数n1为：
The number of Strengthened section below 1st attachment n is:
1
7.4≤n ≤10.6
1
(2)附着架以上塔身悬高 h0：
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Suspended tower height above anchored-frame ho.
h0 ≤40.25(m)
即附着架以上加强节数:
The number of Strengthened section above anchored-frame:
h ≤10.7 0
1.3.1.3.3.2.13.2.1第二道或第二道以上附着 第二道或第二道以上附着
1.1.3.3.3.2.13.2.1第二道或第二道以上附着第二道或第二道以上附着
TheThe 2nd anchored-frame or anchored-frame above 2nd
TheThe
attachment
(1)、附着架之间的距离 h2：
Distance between each anchored-frame h :
2
22.5(m)≤h ≤26.25(m) 2
即两道附着架之间的加强节数n2 为：
The number of Strengthened section between 2 anchored-frame
n2:
6≤n2≤7
(2)、附着架以上加强节的高度 h0：
Height of Strengthened sections above anchored-frame h :
0
h ≤40.25(m) 0
即附着架以上加强节数:
The number of Strengthened sections above anchored-frame:
n ≤10.7 0
1.3.3.2.3 支腿固定附着式最经济配置附着架的附着方式 支腿固定附着式最经济配置附着架的附着方式
支腿固定附着式最经济配置附着架的附着方式支腿固定附着式最经济配置附着架的附着方式
Most economic anchored-frame layout for the stationary crane with embedded anchors
第一次附着后，附着架以上塔机悬出段≤40.25m，塔机最大工作高度 87.75m，自下
而上 1 个基节HQ2，22 个加强节HQ1。
--After 1st anchoring operation, the tower height above the anchored frame is less than
40.25m, and the maximum working height reaches 87.75m, 1 base tower section from down to
up,22 enganced tower section,.
第二次附着后，附着架以上塔机悬出段≤40.25m，塔机最大工作高度 114m，自下而
上 1 个基节HQ2，29 个加强节节HQ1。
--After 2nd anchoring operation, the tower height above the anchored frame is less than
40.25m, and the maximum working height reaches 114m, 1 base section from down up, 29