高大模板支撑体系施工措施(专家论证过)(2)

模板支撑跨度26米,高15米。施工难度大,该措施通过专家论证。

目 录

一、编制说明及依据·································································1

二、工程概况······································ ·······1 三、施工工艺技术······················································· 2 四、安全质量保证措施············································ 6 五、混凝土浇筑····················· ···· ··································8 六、模板拆除：······························· ···· ··9 七、注意事项：······················································· ·10 八、施工进度计划······································· ·11 九、劳动力材料与设备计划。······································ ··12 十、安全性能验算················· ·······································12 十一、监测措施··························· ··························· ····55 十二、应急预案······························ ···················· ·····56 附图1 四层预应力梁平面布置配筋图 附图2 屋面预应力梁平面布置配筋图 附图3 地下室顶板支撑加固平面布置图 附图4 四层支撑平面布置图 附图5 屋面支撑平面布置图 附图6 预应力梁支撑剖面图

附图7 次梁支撑剖面图 附图8 支撑监测平面图 附表1 劳动力材料机械计划 附表2 施工进度计划 附表3 施工措施贯彻记录