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頂板模板支撐體系施工方案-展示頁

2024-12-30 05:11本頁面
  

【正文】 頁 5 質量監(jiān)督單位 燕郊質監(jiān)站 6 施工總承包單位 中國 新興建設開發(fā)總公司 7 質量目標 合同質量要求:合格。 中國新興建設開發(fā)總公司 頂板模板支撐體系工程安全專項 施工方案 第 1 頁 共 25 頁 目 錄 1. 編制依據(jù) ................................................................................................................................. 2 、洽商 ................................................................................................ 2 .................................................................................................................. 2 、規(guī)程 .............................................................................................................. 2 2. 工程概況 ................................................................................................................................. 2 ......................................................................................................................... 2 ......................................................................................................................... 3 模架工程施工的重點、難點、特點 ................................................................................. 3 3. 施工部署 ............................................................................................................................... 4 .................................................................................................................. 4 ........................................................................................................... 4 ..................................................................................................................... 4 .................................................................................................................. 4 ......................................................................................................................... 5 4.模架體系的選擇 ...................................................................................................................... 5 ..................................................................................................................... 5 .............................................................................................................. 5 .......................................................................................................... 6 ..................................................................................................................... 6 ......................................................................................................................... 6 : .................................................................................. 6 .................................................................................................................. 7 ........................................................................................................... 7 .......................................................................................................... 8 ............................................................................................. 8 ......................................................................................................................... 8 ......................................................................................................................... 8 7.施工安全保證措施及應急預案 ................................................................................................. 9 ............................................................................................. 9 ...................................................................................... 9 .................................................................................................. 10 .................................................................................................. 10 8.腳手架計算 ............................................................................................................................11 350mm厚頂板模板支撐計算 ..........................................................................................11
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