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An intelligent multi-stage pressure-reducing drainage system for a tunnel and its application method

A drainage system and tunnel technology, which is applied in drainage, earthwork drilling, mining equipment, etc., can solve the problem of the lack of establishment of a water disaster warning-warning prevention and control system for operating tunnels, the lack of on-site dynamic feedback functions for drainage facilities, and the difficulty in coping with ground water pressure Fluctuation and other problems, to achieve effective control of tunnel water pressure, optimization of drainage capacity, and simple structure

Active Publication Date: 2022-05-10
CENT SOUTH UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] However, there are still the following deficiencies in the prior art: (1) The formation water level will fluctuate significantly due to surface rainfall, while the effective drainage channel of the tunnel is fixed; this will make it difficult to effectively control when the number of drainage pipes is small water pressure, and when the number of drainage pipes is large, the drainage volume of the tunnel is too large, which is not conducive to ecological protection
(2) Under the existing drainage system, there are many corners of drainage facilities and most of them are hidden in the structure. Once the problem of pipe plugging occurs, it is difficult to effectively solve it
(3) The existing technology lacks a dynamic feedback function, and has not established an "early warning-warning" prevention and control system for water damage in operational tunnels. It is impossible to take timely measures to avoid the seriousness of the disease when the disease is relatively light. irreversible damage
[0005] Therefore, it is necessary to provide an intelligent multi-stage pressure-reducing drainage system for tunnels and its use method to solve the problems that the effective drainage channel of the tunnel is difficult to cope with the fluctuation of the ground water pressure, the drainage facilities are difficult to maintain, and the drainage facilities lack the on-site dynamic feedback function.

Method used

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  • An intelligent multi-stage pressure-reducing drainage system for a tunnel and its application method
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  • An intelligent multi-stage pressure-reducing drainage system for a tunnel and its application method

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Embodiment 1

[0073] An intelligent multi-stage depressurization drainage system for a tunnel, comprising a tunnel support structure 1 and a tunnel conventional drainage system 2, the tunnel support structure 1 includes: a primary support structure 11, which is used to support the surrounding rock of the tunnel; Lining structure 12, which is arranged inside the primary support structure 11; inverted arch filling 13, which extends axially along the upper surface of the inverted arch; the conventional drainage system 2 of the tunnel includes:

[0074] side grooves 24, which are arranged on both sides of the inverted arch filling 13,

[0075] The central ditch 25 is set at the middle position of the inverted arch filling 13,

[0076] Also includes a multi-stage drainage structure 3, the multi-stage drainage structure 3 includes:

[0077] The tunnel bottom drainage structure 31 runs through the bottom of the tunnel support structure 1, one end of the tunnel bottom drainage structure 31 communi...

Embodiment 2

[0129] Such as figure 1 As shown, the tunnel intelligent multi-stage depressurization drainage system in this embodiment includes a tunnel support structure 1, a tunnel conventional drainage system 2; Transmission system 4, data acquisition and control center 5. On the premise of not changing the conventional support system and drainage system, by adding drainage facilities and real-time monitoring components, the drainage capacity of the tunnel can be dynamically adjusted, and the staged warning of water hazard risks can be realized. Tunnel support structure 1 includes primary support structure 11, secondary lining structure 12, and inverted arch filling 13. Primary support structure 11 is made of C20 or C25 shotcrete with a thickness of 15-25 cm to ensure full coverage of surrounding rock; secondary lining structure 12 is made of C30 mold Inject concrete or reinforced concrete with a thickness of 35-60cm; the inverted arch filling 13 is made of molded C20 concrete, which no...

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Abstract

The invention provides an intelligent multi-stage pressure-reducing drainage system for a tunnel and a method for using it, including a tunnel support structure and a conventional tunnel drainage system. The tunnel support structure includes: a primary support structure for supporting the surrounding rock of the tunnel; a secondary lining structure, which is set inside the primary support structure; inverted arch filling, which extends axially along the upper surface of the inverted arch; the conventional drainage system of the tunnel includes: side trenches, which are set on both sides of the inverted arch filling, and central trenches, which are set on the inverted arch Filling the middle position also includes a multi-stage drainage structure. The multi-stage drainage structure includes: the tunnel bottom drainage structure, which runs through the bottom of the tunnel support structure. Rock, side wall drainage structure, which runs through the tunnel support structure at the side wall, one end of the side wall drainage structure is connected to the side ditch, and the other end extends into the surrounding rock on the side of the tunnel. The invention has dynamic drainage capacity, convenient application, and an "early warning-warning" water disaster prevention and control system.

Description

technical field [0001] The invention relates to the field of waterproof and drainage systems, in particular to an intelligent multi-stage pressure-reducing drainage system for tunnels; the invention also specifically relates to a method for using the intelligent multi-stage pressure-reducing drainage system for tunnels. Background technique [0002] In karst tunnels, operating tunnels will be affected by groundwater, resulting in poor structural deformation, tunnel water leakage, structural cracking and damage, structural collapse and other phenomena, which seriously affect the safety of the tunnel structure and restrict the function of the tunnel. [0003] Comparative document 1: Chinese invention patent publication CN101798939A, publication date 20130424, discloses a maintainable tunnel drainage system. It includes two longitudinal drainage ditches, multiple horizontal and vertical drainage blind pipes, multiple circular blind pipes, multiple inspection wells and two side ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21F16/02E21F17/18
CPCE21F16/02E21F17/18
Inventor 李林毅阳军生孙昕葳高超张学民王树英傅金阳王子建相懋龙方星桦谢亦朋
Owner CENT SOUTH UNIV