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Lining supporting system for tunnel framing reconstruction tunnel bottom structure and construction method thereof

A construction method and technology for tunnels, applied in tunnel lining, infrastructure engineering, tunnels, etc., can solve the problems of low construction work efficiency, large interference of track structure and line operation, etc., so as to improve construction work efficiency, reduce overhead reinforcement procedures, and ensure construction. safe effect

Pending Publication Date: 2020-06-12
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a framing reconstructed tunnel for the problems existing in the prior art that the existing tunnel bottom structure is completely dismantled and reconstructed, the construction efficiency is low, and the track structure and line operation are greatly disturbed. Lining support system of bottom structure and its construction method

Method used

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  • Lining supporting system for tunnel framing reconstruction tunnel bottom structure and construction method thereof
  • Lining supporting system for tunnel framing reconstruction tunnel bottom structure and construction method thereof

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Embodiment 1

[0030] Such as figure 1 As shown, the existing tunnel lining structure generally includes a central ditch 1 , a ballast bed and an inverted arch filling layer 2 , two side ditches 3 , tunnel bottom inverted arch lining 4 and tunnel bottom primary support 5 . When the tunnel bottom structure needs to be reconstructed, the lining support system of the tunnel framing reconstructed tunnel bottom structure according to the present invention can be arranged at the tunnel bottom.

[0031] Such as figure 2 As shown, the lining support system of the tunnel framing reconstructed tunnel bottom structure according to the present invention includes the inverted arch lining 4 and the initial support 5 arranged at the tunnel bottom, and the steel flowers driven into the surrounding rock by the side walls on both sides Pipe lock feet 8, and the sealing partition wall 6 and pre-reinforced piles 7 respectively located above and below the central ditch 1, the inverted arch lining 4 includes tw...

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Abstract

The invention discloses a lining supporting system for a tunnel framing reconstruction tunnel bottom structure and a construction method thereof. The supporting system comprises an inverted arch lining, a primary support, steel flower tube lock feet, a blocking isolation wall and a pre-reinforcing pile, wherein the inverted arch lining and the primary support are arranged at the tunnel bottom, thesteel flower tube lock feet are driven into surrounding rock from side walls on the two sides, and the blocking isolation wall and the pre-reinforcing pile are positioned above and below a central ditch correspondingly; the inverted arch lining comprises two half-range inverted arch linings which are symmetrically arranged in the transverse direction of a tunnel; the primary support comprises twohalf-range primary supports which are symmetrically arranged in the transverse direction of the tunnel; and the pre-reinforcing pile is fixedly connected with the two half-range inverted arch liningsand the two half-range primary supports. According to the lining supporting system for the tunnel framing reconstruction tunnel bottom structure and the construction method thereof, the risk of framing reconstruction of the tunnel bottom structure in the operating state of the tunnel is reduced in the form of framing excavation and framing support, the operation time of reconstruction of the tunnel bottom structure can be not limited, the overhead reinforcing procedure of a steel cushion beam is omitted, interference to a track structure is reduced, and the construction progress in the operating state can be greatly improved on the premise of ensuring safety.

Description

technical field [0001] The invention relates to the technical field of reconfigured structures of operational tunnel engineering, in particular to a lining support system and a construction method for reconfigured tunnel bottom structures of tunnels by framing. Background technique [0002] The subrail structure of the tunnel is the most important part of the tunnel support system and operation system, and it is also the most serious part of the tunnel disease. According to research, before or after a period of operation in some existing railway tunnels, the sub-rail structures (including track slabs and inverted arch filling) have cracks and damages to varying degrees, which directly manifest as the uplift of the inverted arch, resulting in track irregularities. Smooth, very harmful, especially for tunnels using ballastless ballast bed, due to the extremely limited space for adjusting the track, the track heaving disease directly endangers driving safety. At present, the c...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/00E21D20/00E21F17/103E21F16/02E02D5/22
CPCE02D5/22E21D11/00E21D20/00E21F16/02E21F17/103
Inventor 张海波钟昌桂张磊迟学新傅军陈柯霖陈昂刘鹏张慧玲邸成卿伟宸王芳曾宏飞黄华殷召念
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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