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Stress Measurement and Deformation Control of Support System in Shallow Light Railway Tunnel
引用本文:jIA Jian - qing,WANG Hong - tu,LI Xiao - hong,HU Guo - zhong,CHEN Qin,MEI Yong. Stress Measurement and Deformation Control of Support System in Shallow Light Railway Tunnel[J]. 保鲜与加工, 2006, 0(1): 67-70
作者姓名:jIA Jian - qing  WANG Hong - tu  LI Xiao - hong  HU Guo - zhong  CHEN Qin  MEI Yong
摘    要:Combined with the real example of monitoring pressure on the supporting system in the long span underground space of DK7+692 section at Jiao-Xin line of Chongqing light railway,it is set forth the methods about choosing the support system and its parameter,digging methods of underground space,measuring and testing methods for the stress of the support system;the testing results and variation pattern were analyzed for the stress of the initial supporting I-steel,axial stress of bolt,stress of shot-concrete,supporting pressure of temporary I-steel and stress of steel of the second lining,then,the reason for deformation of the support system induced by sharp increase of I-steel was determined.Based on this,considering the real problem,the construction plan and the support system is changed,the deformation of support system was under control and the danger was avoided,the informative construction and construction safety were realized.

关 键 词:NATM    monitoring   long span    support    stability
收稿时间:2005-07-28
修稿时间:2005-07-28

Stress Measurement and Deformation Control of Support System in Shallow Light Railway Tunnel
jIA Jian - qing,WANG Hong - tu,LI Xiao - hong,HU Guo - zhong,CHEN Qin,MEI Yong. Stress Measurement and Deformation Control of Support System in Shallow Light Railway Tunnel[J]. Storage & Process, 2006, 0(1): 67-70
Authors:jIA Jian - qing  WANG Hong - tu  LI Xiao - hong  HU Guo - zhong  CHEN Qin  MEI Yong
Abstract:Combined with the real example of monitoring pressure on the supporting system in the long span underground space of DK7+692 section at Jiao-Xin line of Chongqing light railway,it is set forth the methods about choosing the support system and its parameter,digging methods of underground space,measuring and testing methods for the stress of the support system;the testing results and variation pattern were analyzed for the stress of the initial supporting I-steel,axial stress of bolt,stress of shot-concrete,supporting pressure of temporary I-steel and stress of steel of the second lining,then,the reason for deformation of the support system induced by sharp increase of I-steel was determined.Based on this,considering the real problem,the construction plan and the support system is changed,the deformation of support system was under control and the danger was avoided,the informative construction and construction safety were realized.
Keywords:NATM    monitoring   long span    support    stability
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