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Advance Support Method for Tunnel Excavation

A technology of advanced support and tunnel excavation, which is applied in the direction of tunnels, tunnel linings, earthwork drilling and mining, etc., can solve the problems of slow construction progress, poor consolidation effect, waste of grout, etc., to facilitate drilling and construction, The effect of low cost and saving engineering investment

Active Publication Date: 2021-07-20
CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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  • Abstract
  • Description
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  • Application Information

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Problems solved by technology

Small grouting conduits are widely used, and are generally used in loose and weak surrounding rock caverns. However, there are complex procedures, serious waste of grout caused by poor sealing of gaps, slow construction progress, and relatively developed groundwater or loose rock and soil surrounding rock. Problems such as poor consolidation effect and difficult control of hole section

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  • Advance Support Method for Tunnel Excavation
  • Advance Support Method for Tunnel Excavation
  • Advance Support Method for Tunnel Excavation

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Embodiment Construction

[0024] The present invention will be further described below in conjunction with accompanying drawing.

[0025] refer to figure 1 , the advance support method of tunnel excavation of the present invention, carries out construction preparation earlier, comprises the following steps again:

[0026] S1. Preparation of small concrete injection pipes

[0027] In cave sections with developed groundwater and weak and broken surrounding rocks, small concrete-injected conduits are used for joint support frames for advanced support. Concrete-injecting small conduits are obtained by pouring concrete inside the small conduits, vibrating and compacting the concrete, and finally setting the concrete. The small conduit is made of seamless steel pipe, the body of the small conduit has no openings, and the front end is tapered; the small conduit is filled with concrete configured in a certain proportion, and the maximum particle size of the concrete poured in the small conduit does not excee...

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Abstract

The invention discloses a tunnel excavation advance support method and relates to the technical field of tunnel construction. The object of the present invention is to provide a practical and effective advanced support method with simple technology, strong operability, low cost and practical and effective for excavation construction in tunnel sections with developed groundwater and weak and broken surrounding rocks on the basis of grouting small conduit technology. The technical solution of the present invention is: a tunnel excavation advance support method, comprising the following steps: S1 preparing a small concrete-injected conduit: pouring concrete into the small conduit and vibrating and compacting it to obtain a small concrete-injected conduit; S2 supporting frame support construction: Install and fix the support frame in the tunnel, determine the construction hole position of the small conduit, drill holes in each small conduit construction hole, and the drilling direction is at an acute angle with the direction of the tunnel; Drive in or push in, and be fixedly connected with the support frame. The invention can reinforce the unexcavated rock-soil body, prevent tunnel faces from collapsing, and ensure construction safety.

Description

technical field [0001] The invention relates to the technical field of tunnel construction, in particular to an advanced support method suitable for excavation construction of tunnels with developed groundwater and weak and broken surrounding rocks. Background technique [0002] In the excavation construction in the area with developed groundwater and poor surrounding rock, in order to avoid the instability of the tunnel face and the collapse of the tunnel due to the deformation of the surrounding rock, advanced support measures must be taken to ensure construction safety. Existing advanced support methods for tunnel excavation mainly include pipe shed, horizontal rotary grouting pile, small grouting conduit, and advanced anchor rod. Among them, the technology of pipe shed and horizontal jet grouting pile is more complicated and costly. The reinforcement effect of advanced bolts is limited, and it has certain requirements for geological conditions, so it is not suitable for...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/00E21D9/04E21D11/18
CPCE21D9/001E21D9/04E21D11/18
Inventor 李正王进春卢心宇
Owner CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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