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ID:23098596
大小:70.00 KB
页数:18页
时间:2018-11-04
《承台围堰施工方案》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、----------专业最好文档,专业为你服务,急你所急,供你所需-------------文档下载最佳的地方-0-目录1、编制说明..........................................................................................................................11.1、编制依据...................................................................................................
2、......11.2、编制范围.........................................................................................................12、工程概况.....................................................................................................................23、施工测量.............................................
3、........................................................................24、承台施工方案.............................................................................................................24.1、围堰施工.................................................................................................
4、........34.1.1钢板桩围堰设计......................................................................................34.1.2钢板桩围堰施工工艺框图......................................................................44.1.3钢板桩围堰施工......................................................................................44.
5、2、承台模板安装.................................................................................................54.3、承台钢筋安装.................................................................................................54.4、冷却管的设置........................................................................
6、.......................104.5、承台砼灌注...................................................................................................114.6、承台砼养护...................................................................................................145、钢板桩围堰检算..........................................
7、.............................................................155.4各工况计算.....................................................................................................165.5封底砼计算..........................................
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