摘要
以深圳市轨道交通6号线民乐停车场出入线TBM空推步进导台施工为例,在混凝土导台施工方案基础上优化导台施工方案,解决小断面长距离空推步进工期长、工序复杂等一系列难题,采用数值模拟对优化后导台施工方案合理性进行验证,取得良好的经济与工期效益。
Based on the construction of TBM non-excavation advancing guide of Shenzhen transportationsubway line 6′s Minle parking access,an improved construction technology of the concrete non-excavation advancing guide is acquired and verified by numerical simulation.The improved construction technology fixed a series of problems,such as long construction period and complex process,when non-excavation advancing in condition of small surface and long distance,which makes profits both in economy and construction period.
作者
向南
张细宝
刘日彤
刘志新
XIANG Nan;ZHANG Xibao;LIU Ritong;LIU Zhixin(China Railway Fifth Bureau Group Co.,Ltd.Urban Rail Transit Engineering Branch,Changsha,Hu’nan 410000,China;School of Civil Engineering,Central South University,Changsha,Hu’nan 410000,China)
出处
《施工技术》
CAS
2019年第24期55-58,共4页
Construction Technology
基金
中国铁路总公司重点项目(2017G007-D)。
关键词
隧道
钢屋盖
空推步进
数值模拟
优化处理
tunnels
steel roofs
non-excavation advancing
simulation
optimization treatment