Tunnel rock burst control type TBM system and method

A technology for tunnels and rock bursts, applied in the construction of tunnels and underground chambers, can solve the problems of damage to the support system, large economic losses, casualties and other problems

Active Publication Date: 2021-06-18
BEIJING ZHONGKUANG INNOVATION ALLIANCE ENERGY & ENVIRONMENTAL SCI RES INST
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

For tunnels constructed with TBM, if a rockburst occurs during tunnel excavation, it is difficult to control the instantaneous large deformation of the surrounding rock with traditional support such as segments, which will lead to damage to the support system, TBM equipment will be buried, and the construction progress will be affected. Huge economic losses and even casualties

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  • Tunnel rock burst control type TBM system and method
  • Tunnel rock burst control type TBM system and method
  • Tunnel rock burst control type TBM system and method

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Embodiment Construction

[0045] In the description of the present invention, it should be noted that the terms "upper", "lower", "left", "right", "inner", "outer", "vertical", "horizontal", etc. indicate orientation or positional relationship Based on the orientation or positional relationship shown in the drawings, it is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be construed as a limitation of the invention. In addition, the terms "first", "second", and "third" are used for descriptive purposes only, and should not be construed as indicating or implying relative importance.

[0046] The following with attached Figure 1 to Figure 10 The tunnel rockburst control type TBM system and method of the present invention will be further described in detail.

[0047] A tunnel roc...

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Abstract

The invention discloses a tunnel rock burst control type TBM system and method. The tunnel rock burst control type TBM system comprises a cutter head, a telescopic shield, a reinforcing mesh lifter, a steel bracket lifter, a concrete ejector, a movable supporting part, a pipe piece mounting device and an anchoring piece mounting device which are coaxially arranged and are sequentially connected and fixed through transmission pieces from left to right; the cutter head, the concrete ejector, the anchoring piece mounting device and the pipe piece mounting device are rotatably arranged around a central shaft; and the telescopic shield and the reinforcing mesh lifter rotate around the central shaft and stretch out and draw back in the radial direction. The tunnel rock burst control type TBM system is simple in structure, the tunnel rock burst control type TBM system is used for excavating a tunnel and constructing a reinforcing mesh-anchoring piece-high-strength arch frame-pipe piece combined supporting system, the risk of rock burst in the tunnel TBM construction process is reduced or avoided, and the safety of constructors and mechanical equipment is guaranteed.

Description

technical field [0001] The invention relates to the technical field of tunnel and underground chamber construction, in particular to a tunnel rockburst control TBM system. [0002] The present invention also relates to a tunnel excavation and support method using the above tunnel rockburst control type TBM system. Background technique [0003] Rockburst is a phenomenon in which the elastic variable energy accumulated in a rock mass is suddenly and violently released under certain conditions, causing the rock to burst and eject. During the excavation process of the tunnel and after the completion of the excavation, rockbursts may occur, which poses a huge threat to the safety of tunnel personnel and equipment. At the same time, it increases the project cost and affects the process cycle time and construction progress. Especially for tunnels with large burial depth, high stress and many structures, strong rockbursts are prone to occur. Taking the Sichuan-Tibet Railway Tunnel,...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/087E21D11/00E21D11/10E21D11/40E21D11/08
CPCE21D11/003E21D11/08E21D11/10E21D11/107E21D11/40E21D9/0873
Inventor 何满潮王琦高红科江贝刘冬桥杨晓杰吴文瑞许硕
Owner BEIJING ZHONGKUANG INNOVATION ALLIANCE ENERGY & ENVIRONMENTAL SCI RES INST
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