Reinforcing device for grouting treatment of leakage water of operating tunnel and working method
A reinforcement device and water leakage technology, applied in tunnels, tunnel linings, shaft equipment, etc., can solve problems such as high grouting pressure, track bed and tunnel inner wall uplift, etc., to avoid damage or damage, easy to operate, and simple in structure Effect
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Embodiment 1
[0047] In a typical embodiment of the present invention, refer to figure 1As shown, a reinforcement device for grouting treatment of leakage water in operational tunnels, including a base 7, a moving mechanism that can move relative to the base 7 is provided under the base 7, and a telescopic support leg 8 is also provided under the base, A base support bracket is provided above the base 7, and a grouting mechanism is arranged inside the bracket 1, and the grouting mechanism is connected with the slurry delivery pipe 14, and each side of the support 1 is provided with an opening 16 for the slurry delivery tube 14 to pass through, and the support 1 A plurality of telescopic mechanisms 5 are arranged on the side of the tunnel, and each telescopic mechanism 5 is movably connected with the corresponding support plate 2 so that the support plate 2 can fit the inner wall of the tunnel. The support plate 2 has a grouting hole 4 for the grout delivery pipe 14 and the tunnel. The secon...
Embodiment 2
[0067] This embodiment provides a working method for a reinforcement device for grouting treatment of leakage water in an operating tunnel, which specifically includes the following steps:
[0068] A reinforcement device for grouting treatment of seepage water in operating tunnels is pushed into the tunnel that needs grouting through casters 9;
[0069] Start the switch of the telescopic mechanism 5, so that the electric dowel rod drives the support plate 2 to move, stretch the support plate 2 until the support plate 2 contacts the inner wall of the tunnel, and then close the switch of the telescopic mechanism 5;
[0070] Start the switch of the caster 9, retract the moving mechanism relative to the base 7, so that the caster 9 shrinks to the inside of the base 7, until the caster 9 is retracted to the inside of the base 7, at this time, when the support plate 2 supports the inner wall of the tunnel, the reinforcement device is suspended;
[0071] Place the support base 10 und...
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