目录1.1工程概况.......................................................31.2闸墩施工流程...................................................31.3施工进度计划...................................................31.4施工资源配置...................................................31.4.1施工机械设备配置..........................................31.4.2主要劳动力安配备..........................................41.4.3材料供应..................................................41.5闸墩钢筋制安...................................................51.5.1进场检验..................................................51.5.2钢筋下料..................................................51.5.3钢筋安装..................................................61.6闸墩止水带安装.................................................71.6.1止水带材料要求............................................71.6.2铜片止水带安装............................................71.7闸墩模板制安...................................................71.7.1模板材料..................................................71.7.2模板设计..................................................81.7.3模板加工..................................................91.7.4模板安装.................................................101.7.5脱模剂的选用.............................................141.7.6模板拆除.................................................141.7.7安全、文明施工措施.......................................141.8闸墩模板安全计算..............................................151.8.1参数信息.................................................151.8.2闸墩模板荷载值计算.......................................161.8.3闸墩模板面板计算.........................................171.8.4闸墩模板内、外楞计算.....................................201.8.5对拉螺栓计算.............................................251.9闸墩砼浇筑....................................................251.9.1原材料要求...............................................251.9.2砼配合比要求.............................................271.9.3砼拌合...................................................271.9.4砼运输...................................................271.9.5闸墩砼分层...............................................271.9.6闸墩砼浇筑...............................................271.9.7闸墩砼温度控制及防裂措施.................................281.9.8闸墩泵送砼要求...........................................281.10闸墩大体积砼热工计算.........................................291.10.1砼内部实际最高温度（Tmax）...............................291.10.2闸墩砼表面温度（Tb）....................................301.10.3闸墩砼热工计算结果......................................301.11混凝土雨天、冬季施工措施.....................................311.11.1雨天施工措施............................................311.11.2冬季施工措施............................................311.12质量、安全、文明施工保证措施.................................321.12.1质量保证措施............................................321.12.2安全保证措施............................................341.12.3文明施工保证措施........................................36独山排涝闸闸墩施工方案1.1工程概况独山排涝闸闸墩底高程-2.8，顶高程9.85，高12.65m、长25m，厚2.0m。共计2个中墩，2个边墩。闸墩模板采用竹胶板配钢结构骨架。单墩砼一次性浇筑完成。闸墩拟采用钢框木模，面板采用12mm竹胶板（122×...
