渠式切割水泥土連續(xù)墻技術規(guī)程

1、渠式切割水泥土連續(xù)墻技術規(guī)程Technicalspecificationftrenchcuttingremixingdeepwall(報批稿)規(guī)程編制組規(guī)程編制組2012年4月3目次1總則.......................................................................52術語和符號................................................

2、.................62.1術語...................................................................62.2符號....................................................................73基本規(guī)定..................................................

3、.................94設計......................................................................104.1一般規(guī)定...............................................................104.2設計計算................................................

4、...............104.3構造...................................................................145施工......................................................................165.1施工準備...............................................

5、................165.2施工設備...............................................................175.3材料...................................................................175.4施工工藝.................................................

6、..............185.5型鋼的插入與回收.......................................................205.6環(huán)境保護...............................................................216質量檢查與驗收........................................................

7、....236.1一般規(guī)定...............................................................236.2檢查與驗收.............................................................23附錄A型鋼起拔計算方法.......................................................25附錄B

8、渠式切割水泥土連續(xù)墻施工記錄表........................................26附錄CH型鋼檢查記錄表.......................................................27附錄D渠式切割水泥土連續(xù)墻隱蔽工程驗收記錄表................................28附錄E渠式切割型鋼水泥土連續(xù)墻檢驗批質量驗收記錄表..............

9、............29附錄F渠式切割水泥土連續(xù)墻工程報驗申請表.....................................30本規(guī)程用詞說明...............................................................31引用標準名錄.................................................................32附：