摘要
以重庆轨道交通9号线浅埋暗挖地铁车站为工程背景,在传统双侧壁导坑法的基础上,提出临时中隔柱法施工工艺。采用荷载结构法对临时中隔柱所承担的荷载进行分析,并根据临时中隔柱所受轴力来选择合适的支撑体系。研究成果在9号线李家坪站应用,顺利完成了施工,车站围岩变形及地表沉降较小。临时中隔柱法施工技术优化了施工工序、降低了施工成本、加快了施工进度。
In this paper,taking Chongqing Metro Line 9 shallowly buried subway station as the engineering background,based on the traditional double-side guide pit method,this paper proposed temporary septal column construction method.The load structure method is adopted to analyze the load borne by the temporary septal column and the suitable support system is selected according to the axial force of the septal septum.The research results were applied to Lijiaping Station of Line 9,and the construction was completed successfully.The surrounding rock deformation of the station and surface subsidence were relatively small.Temporary septal method construction technology optimizes the construction process,reduces construction costs and speeds up the construction schedule.
作者
郭小红
姚再峰
晁峰
GUO Xiaohong;YAO Zaifeng;CHAO Feng(China State Construction Technical Center,Beijing 101300,China)
出处
《施工技术》
CAS
2019年第7期57-60,共4页
Construction Technology
基金
中建股份科技研发课题:钻爆法隧道施工安全控制关键技术研究(CSCEC-2016-Z-21)
关键词
地铁车站
浅埋暗挖
临时中隔柱法
承载能力
监测
施工技术
subway stations
shallow-buried excavation
temporary septal column method
bearing capacity
monitoring
construction