说明书QZT250(6)

2018-12-24 00:15

注意注意::不要与建筑物基础的金属加固件连接不要与建筑物基础的金属加固件连接。。 Notes: Not connected with the steel reinforcement of the building foundation.

1.2.7. 平衡重平衡重Counter-weight 平衡重平衡重

1.2.7.1 概述概述General 概述概述

— 平衡重应按我们提供的图纸制作。应保证平衡重的外形尺寸及功能尺寸,尤其是

悬挂孔的位置及其尺寸。

--The counter-weight shall be manufactured according to the drawings we have provided.

Ensuring its overall dimensions and function dimension, particularly the positions and sizes of

hanging holes.

— 平衡重共有三种规格,均采用钢筋混凝土浇注成形,具体外形尺寸参见下图(图

1.2-8 及图 1.2-9)。

-- The counter-weight has two specifications; both are cast with reinforced concrete. For

specific dimensions, refer to Fig. 1.2-8 and Fig. 1.2-9.

22

----------------------- Page 26-----------------------

TC7035B-16 使用说明书

图1.2-8Fig. 1.2-8

—用混凝土浇注成形后称重,重量允差2 %,砼标号不低C20。为得到允差,可按

混凝土密度改变高度尺寸(图 1.2-8、1.2-9 中的尺寸2500、1670、3340)

Weigh the counter-weight cast with reinforced concrete. Permitted weight deviation is 2%,

concrete grade no less than C18. In order to obtain the permitted weight deviation, it is possible

to change its height according to concrete density (2500、1670、3340 in Fig. 1.2-8 and Fig.

1.2-9)

23

----------------------- Page 27-----------------------

TC7035B-16 使用说明书

图1.2-9 Fig. 1.2-9

1.2.7.2 平衡重的配置平衡重的配置counter-weight configuration 平衡重的配置平衡重的配置

Table 1.2-2

Jib length 70m 60m

Counter-jib length 21m 21m

3 ×4. 0t 3 ×4. 0t

2 ×3. 0t 1 ×3. 0t

Counter-weight

2 ×2.0t 2 ×2.0t

Total 22.0t Total Total 19.0t

Jib length 55m 50m 40m

Counter-jib length 21m 21m 21m

3 ×4. 0t 3 ×4. 0t 3 ×4. 0t

65m 21m 3 ×4. 0t 2 ×3. 0t 1 ×2.0t 20.0t 45m 21m 3 ×4. 0t

2 ×3. 0t 0 ×3. 0t 0 ×3. 0t 0 ×3. 0t

Counter-weight

0 ×2.0t 2 ×2.0t 1 ×2.0t 0 ×2.0t

Total 18.0t Total 16.0t Total 14.0t Total 12.0t

24

----------------------- Page 28-----------------------

TC7035B-16 使用说明书

1.2.8 压重压重Base Ballast 压重压重

压重应按我们提供的图纸制作。要保证压重的外部尺寸及开口位置。压重上下两面应

平行,否则会影响压重的稳定性并造成事故。

The Ballast shall be manufactured according to the drawings we have provided. Be sure of

its overall dimensions and opening positions. Keep its upper surface and lower surface in

parallel, otherwise its stability will be reduced and accidents will occur.

25

----------------------- Page 29-----------------------

TC7035B-16 使用说明书

第三章第三章 立立 塔塔 第三章第三章 立立 塔塔 Chapter ⅢⅢ Erection ⅢⅢ 1.3.1 引言Introduction

—用户应熟读本章说明,以便正确迅速架设塔机。

-- Customers are required to go through this section to ensure proper and smooth erection

of the tower crane.

—根据《汽车吊的特性及起重能力》和安装单元的重量和高度选用汽车吊。

--According The Characteristics and Hoisting Capacity of Truck Crane and the weight and

height of erection units to select the proper truck crane.

—用汽车吊能在最短的时间内和最小的场地立塔。

--The truck crane selected shall be capable of erecting the tower crane at the shortest time

and limited site.

1.3.2 立塔的注意事项Cautions

a.塔机安装工作应在塔机最高处风速不大于 14m/s 时进行。

The wind speed atop (the highest crane point) should be no greater than 14m/s during

crane erection.

b.必须遵循立塔程序。Strictly follow the erection procedures of tower crane.

c.注意吊点的选择,根据吊装部件选用长度适当,质量可靠的吊具(参考表 1.3-2)。

Properly select the hook point. Select the hoisting equipment with proper length and

reliable quality to suit the components to be hoisted (refer to Table 1.3-2)

d.塔机各部件所有可拆的销轴,塔身加强节片与片之间连接的铰制螺栓、螺母均是专

用特制零件,用户不得随意代换。

Dismountable pins, nuts and bolts for connecting tower sections are specially prefabricated

parts. Customers are not allowed to replace them freely.

e.必须安装并使用如扶梯、平台、护栏等安全保护装置。

Stairs, platform and protecting fence should be installed for safe operation.

必须根据起重臂臂长,正确确定平衡臂臂长及配重数量(见有关章节),在安装起重

臂之前,必须先在平衡臂上安装一块重3. 0t 的平衡重,注意严禁超过此数量。

Be sure of the proper length of counter-jib and number of counter-weights according to the

length of jib (refer to relevant sections). Jib must be installed after placing one 3t

counter-weight on the counter-jib. It is prohibited to place two pieces or more counter-weight

on the counter-jib before installing jib.

g.装好起重臂后,平衡臂上未装够规定的平衡重前,严禁起重臂吊载。

26

----------------------- Page 30-----------------------

TC7035B-16 使用说明书

After jib installation, it is prohibited to hoist any load before placing specified

counter-weight on the counter-jib.

h.塔机在施工现场的安装位置,必须保证塔机的最大旋转部分与周围建筑物的距离不

小于 1.5m,塔机任何部位与架空电线的安全距离应符合表 1.3-1 的规定。At the erection

position of the tower crane, it must be no less than 1.5m distance between the widest slewing

part of the crane and around buildings, and the safe distance between any parts of the crane and

overhead power lines shall comply with the stipulations as shown in Table 1.3-1.

i.准备辅助吊装设备、枕木、索具、绳扣等常用工具。

Auxiliary hoist equipment, sleepers, cables, rope clips and other ordinary tools should be

provided before hand.


说明书QZT250(6).doc 将本文的Word文档下载到电脑 下载失败或者文档不完整,请联系客服人员解决!

下一篇:第一至十章概念题

相关阅读
本类排行
× 注册会员免费下载(下载后可以自由复制和排版)

马上注册会员

注:下载文档有可能“只有目录或者内容不全”等情况,请下载之前注意辨别,如果您已付费且无法下载或内容有问题,请联系我们协助你处理。
微信: QQ: