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ID:57143068
大小:1.84 MB
页数:36页
时间:2020-08-03
《泵站主体深基坑开挖施工方案.pdf》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、______________________________________________________________________________________________________________响螺湾合建泵站泵站主体深基坑开挖施工方案目录目录一、工程概况:.............................................................................................................................................
2、...............21、工程简介:.....................................................................................................................................................22、水文、地质......................................................................................................
3、...............................................2二、施工方案:............................................................................................................................................................51、施工思路:...............................................................
4、......................................................................................52、施工工艺流程:............................................................................................................................................53、施工工艺或施工方法:.................................
5、.............................................................................................61)施工准备:............................................................................................................................................62)外圈大口井施工及降水:...........................
6、.....................................................................................63)潜层5m土体的卸载(第一次卸载)..........................................................................................64)内圈大口井施工及降水、泵站主体支护砼灌注桩施工.........................................................85)冠梁
7、施工................................................................................................................................................96)泵站进水管道支护钢板桩施工.......................................................................................................97)支护内土体卸载至-6.8m(
8、第二次卸载):...................
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