xx 大 厦地下连续墙施工组织设计目 录一、概述....................................................................................................31、工程概况........................................................................................32、工程特点........................................................................................3二、方案要点............................................................................................31、采用深层水泥搅拌桩加固壁槽：................................................32、降低导墙标高，改进导墙断面....................................................43、改锁口管为预制钢筋砼锁口柱....................................................4三、主要工序施工技术措施....................................................................5（一）开槽..........................................................................................5（二）泥浆..........................................................................................6（三）预制锁口柱的吊装..................................................................6（四）清刷锁口柱..............................................................................6（五）清底..........................................................................................6（六）钢筋笼制作..............................................................................7（七）吊放钢筋笼..............................................................................7（八）插入导管..................................................................................8（九）二次清底..................................................................................8（十）浇筑砼......................................................................................9（十一）地下连续墙施工工艺流程及质量监督程序......................9五、现场平面布置..................................................................................121、平面布置规划...........................................................
