【正文】 工程設(shè)防烈度 8 度 剪力墻 、柱、梁 二級 模架工程施工的重點(diǎn)、難點(diǎn)、特點(diǎn) 本工程模架作用于地下 車庫頂板支撐系統(tǒng)，采用滿堂紅碗扣式腳手架。 中國新興建設(shè)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(diǎn)、難點(diǎn)、特點(diǎn) ................................................................................. 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(yīng)急預(yù)案 ................................................................................................. 9 ............................................................................................. 9 ...................................................................................... 9 .................................................................................................. 10 .................................................................................................. 10 8．腳手架計算 ............................................................................................................................11 350mm厚頂板模板支撐計算 ................................................................................