|
位置：首页 >> 期刊文章
|
|
摘要：
|
|
针对秦皇岛港煤五期工程翻车机房廊道地连墙工程,因新旧地连墙混凝土浇注间隔时间长,施工工艺不同,地连墙开挖时接头应力应变发生突变导致地连墙接头出现裂隙而渗水问题,采用了两种堵漏方案。一为在地连墙内侧随其向下开挖逐层用水不漏进行堵漏;二为在地连墙外侧采用水泥压浆堵漏加固。实践证明堵漏效果良好。
|
|
In allusion to the leakage of the underground continuous walls of the arcade of car dumper house,the Fifth project of Qinhuangdao Coal Harbor,as a result of joint stress and strain abrupt change owing to long pouring interval time between old and new underground continuous wall and various construction process,this article introduces two leak stopping measures,the one is the application of leak-stopping material along with excavation inside underground continuous wall,the other way is the cement paste jacking outside underground continuous wall,good effect was proved by the result.
|
|
基金项目：
|
|
|
|
作者简介：
|
|
|
|
参考文献：
|
|
[1]丛蔼森.地下连续墙的设计施工与应用[M].北京:中国水利水电出版社,2001.
[2]赵志缙,于晓音.地下与基础工程百问[M].北京:中国建筑工业出版社,2001.
[3]江正荣.特种工程结构施工手册[M].北京:中国建筑工业出版社,1998.
|
|
服务与反馈：
|
|
【文章下载】【加入收藏】
|
|
|
|
|