摘要
以深圳地铁11号线与6号线换乘站松岗站的盖挖逆作法施工为工程研究对象,在介绍盖挖逆作设计方案的基础上,对钢管立柱—围护结构体系进行了受力分析计算,提出了盖挖钢管立柱施工方案,分析了施工的重点难点,最后提出了有效的施工处置措施。
The Shenzhen metro line 11 and line 6’s transfer station Songgang station was taken as the engineering research object. On the basis of cover dig inverse design scheme,analysis and calculate the stress of steel tube columns-retaining structure system. And then,the cover the construction scheme of steel tube columns was proposed. The focus of the construction difficulties was analyzed. In the end,the effective con-struction measure is put forward.
出处
《山西建筑》
2014年第20期179-180,共2页
Shanxi Architecture
关键词
地铁车站
盖挖逆作
钢管立柱
受力机理
subway station
cover and cut method
steel tube column
stress mechanism