首页 | 本学科首页   官方微博 | 高级检索  
     检索      

深圳地铁11号线车公庙站—红树湾站区间盾构隧道小净距上穿既有线区间隧道施工关键技术
引用本文:李建设,陈慧超,李政.深圳地铁11号线车公庙站—红树湾站区间盾构隧道小净距上穿既有线区间隧道施工关键技术[J].隧道建设,2014,34(4):374-379.
作者姓名:李建设  陈慧超  李政
作者单位:(1.中铁隧道集团有限公司, 河南 洛阳 471009; 2.中铁隧道股份有限公司, 河南 郑州 450003)
摘    要:新建隧道近距离穿越既有地铁结构施工已成为城市地铁工程建设中的一种常见情况,如何有效地控制既有线的变形已成为目前研究的热点问题。以深圳地铁11号线车公庙站—红树湾站盾构区间小净距(1.5 m)上穿既有运营1号线竹子林站—侨城东站区间为例,采用既有线上方地层加固技术、上穿段盾构掘进控制技术和既有结构监测施工技术,有效地控制了既有结构的变形,确保盾构施工安全和既有地铁的正常运营。

关 键 词:深圳地铁  盾构隧道  既有隧道  小净距  地层加固  掘进控制  监控量测
收稿时间:2013-12-25

Key Construction Technologies for Shield-bored Tunnel of Chegongmiao Station-Hongshuwan Station Section on No.11 Line of Shenzhen Metro Crossing Closely above Existing Metro Line
LI Jianshe,CHEN Huichao,LI Zheng.Key Construction Technologies for Shield-bored Tunnel of Chegongmiao Station-Hongshuwan Station Section on No.11 Line of Shenzhen Metro Crossing Closely above Existing Metro Line[J].Tunnel Construction,2014,34(4):374-379.
Authors:LI Jianshe  CHEN Huichao  LI Zheng
Institution:(1. China Railway Tunnel Group Co., Ltd., Luoyang 471009, Henan, China; 2. China Railway Tunnel Stock Co., Ltd., Zhengzhou 450003, Henan, China)
Abstract:In recent years,it is normal that tunnels under construction cross closely above existing Metro structure in urban areas.As a result,studies on the control of the deformation of the existing structure become a hot topic.In the construction of the shield-bored tunnel of Chegongmiao station-Hongshuwan station section on No.1 1 line of Shenzhen Metro,which crosses closely above the existing Zhuzilin station-Qiaochengdong station of No.1 line of Shenzhen Metro, technologies,such as reinforcement of ground above the existing Metro line,shield boring control technology and existing structure monitoring technology,are used.In the end,the deformation of the existing structure has been brought under effective control,and the safety of the shield-bored tunnel and the operation of the existing Metro line have been guaranteed.
Keywords:Shenzhen Metro  shield-bored tunnel  existing tunnel  small spacing  ground reinforcement  boring control  monitoring
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《隧道建设》浏览原始摘要信息
点击此处可从《隧道建设》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号