摘要
本文以具体项目为案例,论述了该项目深基坑施工过程中原地下2层变更为3层的情况。在充分利用原有2层支护体系基础上,对基坑采用墙桩结合支护体系进行了分析,对支护施工中采取的主要措施和工艺进行了介绍,具有一定的借鉴价值。
This paper with specific project as a case, discussed the convert of two layers into two layers underground in the construction process of deep foundation pit. In the ful use of the original supporting system of two layers, the author an-alyzed the wal and pit supporting system applied and introdu-ced the main measures and technology taken in construction, which has a certain reference value.
出处
《城市建筑》
2014年第27期127-128,共2页
Urbanism and Architecture
关键词
建筑工程
基坑支护
施工技术
construction engineering
pit support
constructi-on technology