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Space latticed shell type anchoring and shotcreting preliminary supporting structure, tunnel and tunnel supporting construction method

A technology of initial support and reticulated shell, used in tunnels, tunnel linings, earthwork drilling, etc., can solve the problem that the tightness of surrounding rock cannot be guaranteed, the factory prefabrication operation cannot be guaranteed, and the initial support cannot be guaranteed to be closed into a ring, etc. problems, to achieve the effect of simple and fast structural construction operation, saving steel and engineering costs, and saving materials

Inactive Publication Date: 2019-07-16
SOUTHWEST JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to the construction technology, the existing tunnel initial support measures cannot ensure that the initial support can be closed and formed into a ring in a timely manner, and cannot be prefabricated in a factory. Reasonable distribution of force and force in space

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  • Space latticed shell type anchoring and shotcreting preliminary supporting structure, tunnel and tunnel supporting construction method
  • Space latticed shell type anchoring and shotcreting preliminary supporting structure, tunnel and tunnel supporting construction method
  • Space latticed shell type anchoring and shotcreting preliminary supporting structure, tunnel and tunnel supporting construction method

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Embodiment Construction

[0035] In order to make the purposes, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments It is a part of the embodiments of this application, not all of them. The components of the embodiments of the application generally described and illustrated in the figures herein may be arranged and designed in a variety of different configurations.

[0036] Accordingly, the following detailed description of the embodiments of the application provided in the accompanying drawings is not intended to limit the scope of the claimed application, but merely represents selected embodiments of the application. Based on the embodiments in this application, all other embodiments obtained by persons of ordinary skill in the art w...

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Abstract

The invention discloses a space latticed shell type anchoring and shotcreting preliminary supporting structure, a tunnel and a tunnel supporting construction method, and relates to the technical fieldof tunnel construction. The space latticed shell type anchoring and shotcreting preliminary supporting structure comprises a latticed shell component, sprayed concrete and a plurality of anchor rods.A shell supporting space can be defined by the latticed shell component and surrounding rock, the latticed shell component comprises a plurality of connecting rod pieces and a plurality of connectingfixing pieces, every two adjacent connecting rod pieces are connected through the corresponding connecting fixing piece, the latticed shell component can extend in the first preset direction, one endof each anchor rod is connected to the corresponding connecting fixing piece, and the other end of each anchor rod extends into the surrounding rock in the direction away from the shell supporting space, and the sprayed concrete is arranged between the latticed shell component and the surrounding rock and in a hollow part defined by the plurality of connecting rods; and the latticed shell component can form a supporting surface on the preset tunnel excavation space surface. The space latticed shell type anchoring and shotcreting preliminary supporting structure can ensure timely constructionof tunnel preliminary supporting, uniform and reasonable space stress, material saving, safety and economy.

Description

technical field [0001] The present application relates to the technical field of tunnel construction, in particular, to a space reticulated shell type anchor-sprayed initial support structure, a tunnel and a tunnel support construction method. Background technique [0002] After the excavation of the tunnel, in order to control the stress release and deformation of the surrounding rock in an appropriate amount, increase the safety of the structure and facilitate the construction, immediately after the excavation of the tunnel, a structural layer with low stiffness and a part of the permanent bearing structure is applied, which is called primary support. The initial support of the tunnel must be implemented in a timely manner closely following the tunnel excavation work surface. At the same time, relevant operations of monitoring and measurement should be carried out according to the design requirements. For tunnels located in unfavorable geological areas, the initial support ...

Claims

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Application Information

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IPC IPC(8): E21D11/00E21D11/10E21D11/38
CPCE21D11/00E21D11/10E21D11/107E21D11/38
Inventor 申玉生郑清高波范凯祥隋传毅周鹏发黄海峰赵建沣
Owner SOUTHWEST JIAOTONG UNIV
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