首页 | 本学科首页   官方微博 | 高级检索  
     

超大面积深基坑逆作法施工技术的探讨
引用本文:王美华,季方.超大面积深基坑逆作法施工技术的探讨[J].地下空间与工程学报,2005,1(4):599-602.
作者姓名:王美华  季方
作者单位:上海市第七建筑有限公司,上海,200050
摘    要:针对上海铁路枢纽南站北广场基坑工程,在采用主体结构与支护结构相结合的逆作法施工过程中,对超大面积深基坑采取了一柱一桩垂直度控制、降微承压水、大开口、盆式和分块平衡对称抽条开挖以及节点处理等措施,解决了超大面积深基坑逆作法施工的一些关键施工技术.

关 键 词:深基坑  逆作法  施工技术
文章编号:1673-0836(2005)04-0599-04
修稿时间:2005年3月2日

Discussion on the Construction Techniques of Oversized Excavation Pit Constructed by Top- down Method
WANG Mei-Hua,JI Fang.Discussion on the Construction Techniques of Oversized Excavation Pit Constructed by Top- down Method[J].Chinese Journal of Underground Space and Engineering,2005,1(4):599-602.
Authors:WANG Mei-Hua  JI Fang
Abstract:The foundation pit of the North Square of Shanghai South Railway Station was constructed by top-down method. During the construction process of this oversized excavation pit, many countermeasures were adopted. These measures included the control method of perpendicularity of the single lattice column over single pile; dewatering measurement, setting big holes in the slab for the convenience of conveying soil, rational planning of soil excavation, and treatment of some joints. Some key construction techniques were also pointed out for the excavation pit constructed by top-down method.
Keywords:deep excavation  top-down method  construction techniques  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号