某轻轨车站深基坑监测数据分析  

Analysis of Monitoring Data for a deep Foundation Pit of a light Rail Station

作　　者：郝森[1] 李显忠[1] 申伟 

机构地区：[1]中国建筑科学研究院,北京100013 [2]中交一公局厦门工程有限公司太中银铁路项目部,福建厦门361021

出　　处：《工程质量》2011年第8期53-58,共6页Construction Quality

摘　　要：随着我国市政交通的发展,地铁、轻轨等地下车站深基坑越来越多。支护结构直接影响着深基坑工程的安全。笔者以某市轻轨换乘车站深基坑工程为背景,在秋季温差较大的条件下,追踪监测基坑的支护结构受力变形规律,得出了一些有意义的结论,对具有类似条件的基坑工程的施工有一定的借鉴意义。Following the municipal traffic development in our country, more and more deep foundation pit projects for the subway and light rail have been conducted. The pit support is the key factor of the pit safety. Under the condition of serious temperature difference, the regular pattern of pit support for a light station has been traced, and some positive conclusion has been given, which will be the useful references in other resembling foundation pit support structure of the subway and light rail.

关 键 词：深基坑 温差影响 监测 规律分析 

分 类 号：TU753[建筑科学—建筑技术科学]