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
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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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