Device and method for synergistic effect of landslide prevention and drainage
A synergistic, anti-sliding pile technology, applied in excavation, construction, infrastructure engineering, etc., can solve the problems of difficult drainage of groundwater, damage to slope stability, affecting the durability of anti-sliding piles, etc. The effect of small number of workers and large anti-skid ability
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Embodiment 1
[0033] This embodiment provides a synergistic device for landslide prevention and drainage, which includes: anti-slide pile 1, dense well 2, anti-slide pile guard arm 3, first hidden pipe 5, second hidden pipe 4 and drainage hole 7 ; The pile body of the anti-slide pile 1 is provided with a dense well 2; the anti-slide pile guard arm 3 is arranged with a first hidden pipe 5 that is tilted; between the dense wells 2 of adjacent anti-slide piles 1 It communicates with the second dark pipe 4; the dense well 2 communicates with the drain hole 7.
[0034] Preferably, the first dark pipe 5 is a Φ110 PVC pipe.
[0035] Preferably, the second hidden pipe 4 is a Φ140 galvanized steel pipe.
[0036] In this embodiment, preferably, the device for the synergy between landslide prevention and drainage further includes a working well 8; the working well 8 is connected to the drainage tunnel 7.
[0037] Preferably, the drain hole 4 is made of a prefabricated reinforced concrete circular pi...
Embodiment 2
[0043] This embodiment two provides a method for landslide prevention and drainage, and the device for synergy between landslide prevention and drainage is installed at the landslide position. The specific installation method includes the following steps:
[0044] 1) Advance grouting of small holes in the over-excavation part of the hidden pipe in the dense well:
[0045] When the anti-slide pile 1 is excavated to 0.5m above the dense well 2, a borehole with a diameter of 49mm is used to drill downward at a 45° angle, the length is 2.0m, and the horizontal distance between the boreholes is 0.5m. The 49mm PVC grouting pipe 6 is used to perform small hole advance grouting on the over-excavation part of the dense well 2, and the amount of grouting cement is 1t / hole.
[0046] 2) The first hidden pipe 5 of the annular dense well is arranged on the anti-slide pile wall near the sliding surface 13.
[0047] The height along the direction of the pile body is 2m. The method is to over...
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