塔吊附著方案

1、目錄1 編制依據(jù) ............................................................................................................................................11.1 編制說明 .............................................................

2、............................................................................11.2 編制依據(jù) ......................................................................................................................................

3、...12 工程概況 ............................................................................................................................................13 施工部署 .............................................................

4、...............................................................................24 作業(yè)工藝 .....................................................................................................................................

5、.......34.1 預埋件安裝 .....................................................................................................................................34.2 附墻架選用 ..........................................................

6、...........................................................................44.3 安裝工具選用 .................................................................................................................................44.4

7、 作業(yè)人安排 .....................................................................................................................................54.5 附墻安裝程序 ....................................................................

8、.............................................................54.6 頂升作業(yè) .........................................................................................................................................64.7 塔吊升高完畢后

9、檢查、調(diào)整，驗收工作......................................................................................75 安全注意事項 ..................................................................................................................

10、..................76 計算書 ................................................................................................................................................86.1 1#塔吊附著計算計算書 ..................................

11、................................................................................86.2 2#塔吊附著計算計算書 ................................................................................................................126.3 3#塔吊附

12、著計算計算書 ................................................................................................................176.4 5#塔吊附著計算計算書 ...................................................................................

13、.............................226.5 6#附著計算計算書 ........................................................................................................................267 附圖： ...............................................

14、...............................................................................................327.1 附著平面布置圖 ...............................................................................................................

15、............327.2 附著高度示意圖 ...........................................................................................................................35層，包括 5 棟塔樓及一棟商業(yè)中心，建筑概況如下所示：棟號 建筑層數(shù) 花架高度 塔吊總高度（m）1# 27 層 90.9 米 104.92

16、# 27 層 93.1 米 104.93# 30 層 102.4 米 121.75# 30 層 100.05 米 116.16# 28 層 93.9 米 107.7本工程塔樓部分采用剪力墻結構形式，塔吊附著部位為邊框梁或剪力墻根部。本工程 5 臺塔吊型號均為 QTZ80（TC6010-6）型，為基礎固定、外墻附著式，獨立式起升高度為 40.5 米，附著式時起升高度可達 220 米；標準節(jié)最大起重量為 6t，額定起重力矩為 800KN&#