Counter-pulled anchor cable structure for controlling bias deformation of tunnel and construction method of counter-pulled anchor cable structure
A technology for controlling tunnels and anchor cables, applied in tunnels, tunnel linings, installation of anchor rods, etc., can solve the problems of affecting construction progress, high cost, and large number of polluting workers, and achieves reduction of eccentric loads, low economic costs, and low cost. The effect of preventing bias deformation and destruction
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Embodiment 1
[0048] figure 1 It shows the anti-tension anchor cable structure for controlling tunnel bias deformation of the present invention, which includes steel pipe piles 1, which are arranged along the bias tunnel 100 and apply to the bias tunnel 100 In the side of the mountain with relatively large bias load, the steel pipe pile 1 is used to reinforce the rock mass of the side of the mountain with relatively large bias load before excavation. In this embodiment, parameters such as the diameter, spacing, length, and wall thickness of the steel pipe pile 1 can be determined according to influencing factors such as tunnel burial depth, surrounding rock conditions, groundwater state, and mountain stability, as long as it can ensure that the tunnel on one side of the mountain is stability of the rock mass. Here, the steel pipe piles 1 have a diameter of 50-1000 mm and are arranged in a quincunx shape or a grid pattern, and the horizontal and vertical spacings are both 0.3-5 m (preferabl...
Embodiment 2
[0066] Such as Figure 10 As shown, the present invention also provides a construction method for preventing bias deformation of a bias tunnel on the basis of the first embodiment above, which includes the following steps:
[0067] S1, prefabricated steel pipe pile 1;
[0068] S2. Install the steel pipe pile 1 in the mountain body on the side where a large bias load is applied to the bias tunnel 100 ; and perform grouting reinforcement on the surrounding rock mass of the steel pipe pile 1 .
[0069] Specifically, step S2 includes:
[0070] S21, such as Figure 11 As shown, a crown beam 2 is set in the rock body of the mountain body on the side where a large bias load is applied, and the top of the steel pipe pile 1 is fixed in the crown beam 2, and at the same time, a drill can also be pre-drilled. hole 308, and extend the bottom of the steel pipe 10 of the steel pipe pile 1 into the pre-drilled hole, so that the steel pipe pile 1 is arranged along the bias tunnel 100, and ...
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