斜屋面高支模专项施工方案(最终版)

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1、目录一、编制依据...........................................................................................1二、工程概况..............................................................................................12.1.工程概况....................................................................12.2.屋

2、顶层高支模概况.......................................................12.3.施工特点及施工关键点.................................................2三、施工布署..............................................................................................2四、碗扣式脚手架搭设施工准备.........................................

3、............................2五、碗扣式钢管脚手架搭设...........................................................................4六、碗扣式钢管脚手架拆除...........................................................................8七、碗扣式脚手架模板支架计算书...............................................................

4、...8八、屋面高支模钢管扣件式脚手架模板及支顶系统设计....................................118.1.模板支撑系统的选型..................................................118.2.支模系统..................................................................118.3.130mm厚楼板模板支顶（120mm、100mm厚楼板同此方案）138.4.200x600梁模板支顶......................

5、.............................158.5.双梁部位..................................................................17九、高支模施工顺序...................................................................................17十、主要施工方法及质量保证措施................................................................171

6、0.1.高支模施工.............................................................1710.2.混凝土浇筑.............................................................20十一、屋面高支模梁板模板支顶计算书..........................................................21十二、安全设施和管理措施.................................................

7、........................2912.1.安全设施................................................................2912.2.安全管理机构..........................................................2912.3.安全管理与监控.......................................................2912.4.监测方案.................................

8、...................