目录1.编制依据····································12.工程概况····································13.施工前准备···································23.1.材料·····································23.2.施工条件···································23.3.机具配备计划·································24.施工工艺····································34.1.构造做法···································34.2.施工工艺···································54.3.质量标准···································94.4.模板拆除质量的要求······························104.5.施工注意事项·································105.模板安装及混凝土浇筑方法和有关注意事项····················116.支模监测···································117.质量保证措施·································128.施工安全措施·································128.1.一般安全措施·································128.2.混凝土浇筑安全针对性措施···························138.3.检查与验收··································148.4.雨季施工措施·································158.5.防台风措施··································169.安全应急救援预案·······························169.1.安全事故应急救援架构·····························169.2.发生高处坠落事故应急救援···························179.3.发生支模坍塌应急救援·····························189.4.触电事故救援·································189.5.火灾事故应急救援·······························2010.梁板模板计算书································2010.1.250×600梁（边梁）模板板扣件式钢管支撑计算书·················2110.2.300×600mm（边梁）模板扣件式钢管支撑计算书··················2910.3.700×800mm（牛腿）模板扣件式钢管支撑计算书··················3810.4.120mm楼面模板扣件式钢管支撑计算书······················4610.5.1200mm楼面模板扣件式钢管支撑计算书······················5311.附图·····································591.编制依据(1)依据建设方提供设计图纸以及设计变更及图纸会审；(2)《工程测量规范》GB50026-2007；(3)《混凝土结构工程施工质量验收规范》GB50204-2002（2011年版）；(4)《建筑施工安全检查标准》JGJ59-2012；(5)《施工现场临时用电安全技术规范》JGJ46-2005；(6)《建筑施工高处作业安全技术规范》JGJ80-1991；(7)《建筑工程施工质量验收统一标准》GB50300-2001;(8)《混凝土结构工程施工规范》GB50666-2011；(9)《建筑施工扣件式钢管脚手架安全技术规范》JGJ130-2011；(10)《建筑施工模板安全技术规范》JGJ162-2008；(11)《建...
