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Tunnel lining drainage structure and drainage method

A technology for drainage structures and tunnels, applied in tunnel lining, drainage, tunnels, etc., can solve problems such as clogging of annular drainage blind pipes and lateral drainage pipes, and achieve the effects of prolonging service life, simple maintenance methods and simple structure.

Pending Publication Date: 2017-10-03
NO 4 ENG CO LTD OF CHINA RAILWAY 11 BUREAU GRP +1
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a tunnel lining drainage structure and drainage method for the existing tunnel lining waterproof and drainage systems, which are prone to problems such as blind drainage pipes in the circular direction and blockages in the horizontal drainage pipes.

Method used

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  • Tunnel lining drainage structure and drainage method

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Embodiment Construction

[0022] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0023] see Figure 1 to Figure 3 , a tunnel lining drainage structure, a waterproof layer 3 is arranged between the tunnel primary support 1 and the secondary lining 4; the waterproof layer 3 is provided with a circumferential drainage pipe 5 on the surface of the primary support 1, and the tunnel lining and the secondary lining 4 A horizontal drainage pipe 6 is arranged above the interface of the inverted arch, and the horizontal drainage pipe 6 is a ≥Φ150 PVC pipe, and the drainage slope of the horizontal drainage pipe 6 is not less than 2%. The circumferential drainage pipe 5 is connected to the horizontal drainage pipe 6, the horizontal drainage pipe 6 is connected to the side ditch 7 of the tunnel lining, and the side ditch 7 is connected to the central ditch 8 of the tunnel lining Pass. The surface of the primary support 1 of ...

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Abstract

Provided are a tunnel lining drainage structure and a drainage method. According to the drainage structure, multiple vertical drainage pipes (2) are arranged on the surface of a tunnel primary support (1) in an annular mode, and the vertical drainage pipes (2) are communicated with an annular drainage pipe (5) respectively. The drainage method comprises the steps that 1), the vertical drainage pipes (2) are arranged on the surface of the primary support (1) in an annular mode, and expansion joints (9) are retained; 2), the vertical drainage pipes (2) are connected to the annular drainage pipes (5), the annular drainage pipe (5) is connected with horizontal drainage pipes (6), the horizontal drainage pipes (6) are connected to side ditches (7), and the side ditches (7) are connected to a center ditch (8); 3), expansion joint embedded parts (10) are buried in advance, and expansion joint waterproof rubber strips (11) penetrate through the expansion joint embedded parts (10). The drainage structure solves the problems that the annular drainage pipes (5) and the horizontal drainage pipes (6) are easily blocked in a present tunnel lining waterproof and drainage system.

Description

technical field [0001] The invention relates to a drainage structure, more specifically to a tunnel lining drainage structure and a drainage method, and belongs to the technical field of underground engineering waterproofing and drainage. Background technique [0002] Nowadays, waterproof board waterproof and drainage systems are often used in underground projects such as railway tunnels, highway tunnels and subway projects; because the waterproof performance of lining concrete is affected by construction technology, shrinkage and creep of concrete itself, it cannot meet the operational requirements for waterproofing of underground projects . At present, a waterproof layer composed of EVA waterproof version + geotextile is generally added behind the underground engineering lining, and then a circular drainage blind pipe and a horizontal drainage pipe are arranged behind the waterproof layer according to the water seepage of the tunnel. The drainage pipe introduces water see...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21F16/02E21D11/38
CPCE21D11/38E21F16/02
Inventor 王永太王更峰游国平熊晓晖柯锦
Owner NO 4 ENG CO LTD OF CHINA RAILWAY 11 BUREAU GRP
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