懸挑卸料平臺搭設方案及計算.doc
進入下載頁
懸挑卸料平臺搭設方案及計算
根據(jù)本工程施工特征以及立面的情況和周邊環(huán)境及滿足周轉材料的要求進行布置受料平臺，以便將無法用人貨電梯運輸?shù)牟牧希盟醯踹\到指定地點。
一、卸料平臺的布置
根據(jù)現(xiàn)場施工情況，標準層以上每層設置一只，上下層錯開布置，以便垂直吊運方便。
1、 D1幢：布置在M軸的SM3、J軸的SM2位置上，錯開設置。
2、 D2幢：布置在A軸交4～8軸之間、1-K軸交1-6～1-8軸，錯開設置。
3、 D3幢：布置在1-A軸交1-3～1-6軸、A軸交6～10軸，錯開設置。
二、卸料平臺的尺寸及組成
1、卸料平臺的實際使用尺寸為2500×3500。（見附圖
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