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地铁车站地下连续墙“二墙合一”深基坑施工技术
引用本文:唐俊杰,李克庆,郑红雷,叶建良.地铁车站地下连续墙“二墙合一”深基坑施工技术[J].探矿工程,2009,36(2):39-42.
作者姓名:唐俊杰  李克庆  郑红雷  叶建良
作者单位:浙江省大成建设集团有限公司,浙江杭州310012
摘    要:“二墙合一”最大的特点是将单一挡土结构转换为地下室永久性结构的外墙。介绍了在复杂周围环境和地质条件下采用地下连续墙“二墙合一”基坑支护技术的施工实例,在超宽、超深地下墙施工过程中,采用了相应的技术措施,解决了成槽稳定和大面积钢筋笼起吊装和锁口管安放、起拔等施工难题,为在闹市区超深地下墙施工提供了经验。

关 键 词:地下连续墙  基坑支护  二墙合一  锁口管  成槽机  钢筋笼起吊
收稿时间:2008/7/21 0:00:00

Construction Technology of "Two Walls Combined into One" Diaphragm Wall for Deep Foundation Pit in Subway Statlon
TANG Jun-jie,LI Ke-qing,ZHENG Hong-lei and YE Jian-liang.Construction Technology of "Two Walls Combined into One" Diaphragm Wall for Deep Foundation Pit in Subway Statlon[J].Exploration Engineering(Drilling & Tunneling),2009,36(2):39-42.
Authors:TANG Jun-jie  LI Ke-qing  ZHENG Hong-lei and YE Jian-liang
Institution:(Zhejiang Dacheng Construction Group Co. , Ltd. , Hangzhou Zhejiang 310012, China)
Abstract:"Two walls combined into one" means that single earth retaining structure is turned to be external wall of perma- nent basement structure. The paper introduced the construction case in complex surrounding environment and geological conditions with this technology. In super-wide and super-deep diaphragm wall construction, trenching stability, large diam- eter reinforcement cage hoisting and putting or drawing for fore shaft pipe were successfully performed, the experience was provided for super-deep diaphragm wall construction in downtown area.
Keywords:underground diaphragm wall  foundation pit retaining  "two walls combined into one"  fore shaft pipe  trenc- hing tool  reinforcement cage hoisting
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