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ID:20848520
大小:2.74 MB
页数:96页
时间:2018-10-17
《泥水平衡顶管专项施工方案.pdf》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
1、xxx生活污水处理厂厂外管网(一期)管道工程--顶管专项施工方案目录1工程概况...........................................................................................................................31.1工程位置及周边环境....................................................................................................31.2工程地
2、质........................................................................................................................41.3编制依据........................................................................................................................51.4施工总体部署.......................
3、..........................................................................................62工作井、接收井的施工.................................................................................................72.1逆作法施工程序:.......................................................................
4、..................................82.2水泥搅拌桩、高压旋喷桩作为止水帷幕......................................................................92.3顶管井施工..................................................................................................................183顶管施工...........................
5、...............................................................................................233.1顶管施工工艺选择...................................................................................................234顶进参数计算..................................................................
6、................................................264.1顶力计算...................................................................................................................264.3后靠背稳定性验算.................................................................................................
7、...274.3中继间设置................................................................................................................315施工资源的投入及施工进度计划.................................................................................345.1主要劳动力使用计划.............................................
8、..........................
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