悬挑卸料平台搭设方案及计算.doc

悬挑卸料平台搭设方案及计算

根据本工程施工特征以及立面的情况和周边环境及满足周转材料的要求进行布置受料平台，以便将无法用人货电梯运输的材料，利用塔吊吊运到指定地点。
一、卸料平台的布置
根据现场施工情况，标准层以上每层设置一只，上下层错开布置，以便垂直吊运方便。
1、 D1幢：布置在M轴的SM3、J轴的SM2位置上，错开设置。
2、 D2幢：布置在A轴交4～8轴之间、1-K轴交1-6～1-8轴，错开设置。
3、 D3幢：布置在1-A轴交1-3～1-6轴、A轴交6～10轴，错开设置。
二、卸料平台的尺寸及组成
1、卸料平台的实际使用尺寸为2500×3500。（见附图
Cantilever erection scheme and the calculation of discharge platform

According to the construction features and the elevation of the situation and surrounding environment and to meet working capital requirements of the material furnished by the material platform, so that employers can not lift the transport of material goods, use of tower crane was being lifted to the specified location.
First, the arrangement of discharge platform
According to the site of the construction of each floor above the standard level 1, the lower staggered arrangement in order to facilitate vertical lifting.
1, D1 blocks: layout of the M axis of SM3, J SM2 axis position, staggered set.
2, D2 buildings: cross-axis arrangement in the A 4 to 8 axis ,1-K 1-6 ~ 1-8 axis cross-axis, staggered set.
3, D3 blocks: layout of the 1-A 1-3 ~ 1-6 axis cross-axis, A axis pay 6 to 10 axes, staggered set.
Second, the size and composition of the discharge platform
1, discharge platform, the actual use of size 2500 × 3500. (See photos