首页> 外国专利> BACK NATURAL GROUND STIFFNESS EVALUATION DEVICE AND STIFFNESS EVALUATION METHOD THEREOF, AND TUNNEL LINING DEFORMATION REPAIR DEVICE AND DEFORMATION REPAIR METHOD THEREOF

BACK NATURAL GROUND STIFFNESS EVALUATION DEVICE AND STIFFNESS EVALUATION METHOD THEREOF, AND TUNNEL LINING DEFORMATION REPAIR DEVICE AND DEFORMATION REPAIR METHOD THEREOF

机译:背面自然地基刚度评估装置及其刚度评估方法,以及隧道衬砌变形修复装置及其变形修复方法

摘要

To provide a stiffness evaluation device for a back natural ground, which can easily evaluate the stiffness of a back natural ground of a tunnel lining useful for designing a tunnel reinforcement, and a stiffness evaluation method thereof.SOLUTION: A stiffness evaluation device 6 evaluates the stiffness of back natural grounds G, Gof a tunnel lining T. The stiffness evaluation device 6 evaluates the stiffness of the back natural grounds G, Gon the basis of a load F applied by a loading device 2, an elongation udetected by an elongation detection device 4, and displacements u, udetected by displacement detection devices 5L, 5R. When the load F is applied, a stiffness evaluation unit 15 evaluates the stiffness of the back natural grounds G, Gon the basis of the displacements u, uof inner surfaces of side walls T, Tof the tunnel lining Tand the load F. The stiffness evaluation unit 15 evaluates the stiffness of the back natural grounds G, Gon the basis of the detection result of a load detection device 3 and the detection results of the displacement detection devices 5L, 5R.SELECTED DRAWING: Figure 1
机译:为了提供一种能够容易地评估隧道衬砌的后自然地面的刚度的刚度评估装置及其刚度评估方法,该刚度评估装置能够容易地评估隧道衬里的自然自然刚度。背面自然地面G,Gof隧道衬砌T的刚度。刚度评估装置6根据加载装置2施加的载荷F评估背面自然地面G,G的刚度,伸长率检测装置检测伸长率在图4中,通过位移检测装置5L,5R检测出位移u,u。当施加载荷F时,刚度评估单元15基于位移T,侧壁T的内表面u,隧道衬砌T的Tof和载荷F来评估后自然地面G,G的刚度。单元15基于负载检测装置3的检测结果和位移检测装置5L,5R的检测结果,对后自然地面G,G的刚度进行评估。

著录项

  • 公开/公告号JP2019167772A

    专利类型

  • 公开/公告日2019-10-03

    原文格式PDF

  • 申请/专利权人 RAILWAY TECHNICAL RESEARCH INSTITUTE;

    申请/专利号JP20180057780

  • 发明设计人 SHIMAMOTO KEISUKE;

    申请日2018-03-26

  • 分类号E21D11;E21D20;

  • 国家 JP

  • 入库时间 2022-08-21 12:24:15

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