摘要
上海市轨道交通7号线12B标(长清路站～耀华路站区间)隧道工程,下行线盾构需要穿越轨道交通13号线的联络通道,推进过程中,需要在联络线处增加一次进出洞,且盾构平移过站100m。该文以此工程为例,探讨了盾构平移过站施工工艺。
In Bid 12B(Changqing Road Station - Yaohua Road Station) Tunnel Project of Shanghai Rail Traffic No.7 Line,the downlink shield is required to cross the connecting passage of the rail traffic No.13 Line.In the course of its tunneling,it is required to add the coming-in and going-out once at the connecting line,and the shield is moved to cross the station for 100 m.Taking this project as case,the article discusses the shield station-crossing movement construction technology.
出处
《城市道桥与防洪》
2010年第9期89-93,共5页
Urban Roads Bridges & Flood Control
关键词
轨道交通
盾构过站
“贝雷片”
动力系统
反力架
rail traffic
shield station crossing
'Bailay'
dynamic system
reaction frame
