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Tunnel stability protection and prediction system and tunnel rock mass deformation prediction method

A forecasting system and forecasting method technology, applied in tunnels, tunnel linings, earthwork drilling, etc., can solve problems such as the inability to meet the monitoring requirements of stability parameters and the inability to achieve advanced forecasting analysis, and achieve the effect of accurate results.

Active Publication Date: 2018-09-04
CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP 1ST ENG
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  • Abstract
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  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At this stage, ordinary bolts are mostly used for surrounding rock anchoring during tunnel construction. This method cannot meet the monitoring requirements of stability parameters, let alone realize the advanced prediction and analysis of these parameters.

Method used

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  • Tunnel stability protection and prediction system and tunnel rock mass deformation prediction method
  • Tunnel stability protection and prediction system and tunnel rock mass deformation prediction method
  • Tunnel stability protection and prediction system and tunnel rock mass deformation prediction method

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Embodiment Construction

[0051] In order to make the purposes, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments These are some embodiments of the present invention, but not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0052] like figure 1 , figure 2 , image 3 As shown, a tunnel stability protection prediction system includes a tunnel inverted arch support 1, shotcrete 2, an intelligent bolt 3, a data acquisition box 4, a data transmission box 5, and a stress displacement prediction unit 6.

[0053] like Figure 4 As shown, the smart bolt 3 ...

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Abstract

The invention provides a tunnel stability protection and prediction system. The tunnel stability protection and prediction system comprises a tunnel inverted-arch support, shotcrete, an intelligent anchor rod, a data acquisition box, a data transmitting box, and a stress and displacement prediction unit. The intelligent anchor rod comprises an anchor rod body, a displacement sensor, a stress sensor and a data line, wherein the displacement sensor is used for monitoring rock mass deformation. The tunnel inverted-arch support is supported at the bottom end of the tunnel. The intelligent anchor rod is installed in the rock mass of a tunnel wall in a hole-drilling method, is fixed to the tail end in a slurry-grouting mode through the outer side, and is fixed in the primary lining of the tunnelby the shotcrete. The intelligent anchor rod is connected with the data acquisition box through the data line. The data acquisition box is electrically connected with the data transmission box. The data transmission box is wirelessly connected with the stress and displacement prediction unit. A tunnel rock mass deformation prediction method is used for calculating the deformation trend of the rock mass of the tunnel wall. The stability of tunnel rock mass is maintained, deformation condition of rock mass is predicted, and the maintenance of structural stability is ensured.

Description

technical field [0001] The invention relates to the technical field of tunnel construction, in particular to a tunnel stability protection prediction system and a tunnel rock mass deformation prediction method. Background technique [0002] At present, in the process of tunnel construction, ordinary bolts are often used to anchor the surrounding rock. This method cannot meet the monitoring requirements of stability parameters, and it is impossible to achieve advanced prediction and analysis of these parameters. SUMMARY OF THE INVENTION [0003] The invention provides a tunnel stability protection prediction system and a tunnel rock mass deformation prediction method. The technical solutions are as follows: [0004] A tunnel stability protection prediction system includes a tunnel invert arch support, shotcrete, an intelligent bolt, a data acquisition box, a data transmission box, and a stress displacement prediction unit. [0005] The intelligent bolt includes bolt, displ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/00E21D20/02E21D21/00E21F17/18G06F17/50
CPCE21D11/00E21D20/021E21D21/00E21F17/18G06F30/20
Inventor 郑帅姜谙男张权申发义李海威苗伟葛占钊常汝鸿白涛韩朝姜相松董庆波李东凯杨春雨罗国成
Owner CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP 1ST ENG
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