Canal bottom lifting type drainage device for preventing uplift pressure damage of open canal deep excavation section
A drainage device, a lifting technology, applied in water supply devices, sewage removal, drainage structures, etc., can solve problems such as inability to effectively discharge groundwater, high performance requirements for check valves, damage to anti-seepage linings, etc., to ensure drainage efficiency. , to avoid blockage, the effect of not consuming energy and drainage
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Embodiment 1
[0029] An elevating drainage device at the bottom of an open channel for deep excavation to prevent damage due to uplift pressure is installed at 7 places at the bottom of the channel, including a water collection tank 1, a lifting mechanism 5 and a guiding mechanism,
[0030] The inside of the water collection tank 1 is a hollow structure for accumulating groundwater. The water collection tank 1 includes an upper part 101, a transition part 102 and a lower part 103 arranged in sequence from top to bottom, forming a convex structure as a whole. The upper part 101 and the lower part 103 are cylindrical structures. The diameter is smaller than the diameter of the lower part, and the transition part 102 is a circular platform structure; the gravel with a particle size larger than the average particle size of the rock and soil at the location is buried around the water collection box 1, and the mesh number of the first filter screen 6 is 60-100 mesh
[0031] The lifting mechanism 5...
Embodiment 2
[0039] A lifting type drainage device at the bottom of an open channel to prevent uplift damage in the deep excavation section, its structural composition is the same as that of Embodiment 1.
[0040] Carry out indoor model test, for water collection tank 1, d 1 =43mm, d 2 =2d 1 , d 3 =D 1 , d 4 =D 2 , where d 1 is the diameter of the bottom surface of the upper part 101, d 2 is the diameter of the bottom surface of the lower part 103, d 3 is the diameter of the upper surface circle of the transition part 102, d 4 is the diameter of the circle on the lower surface of the transition portion 102 . h 1 with l 1 The included angle is 120°, h 1 =20mm, h 2 = h 1 , h 3 =3h 1 , where h 1 is the height of the upper part 101, l 1 is the busbar of the transition part 102, h 2 is the height of the transition part 102, h 3 is the height of the lower part 103 . The lower half of the side of the water collecting tank 1 evenly punches small holes 104, and the bottom surfa...
Embodiment 3
[0045] A lifting type drainage device at the bottom of an open channel to prevent uplift damage in the deep excavation section, its structural composition is the same as that of Embodiment 1.
[0046] Carry out indoor model test, for water collection tank 1, d 1 =43mm, d 2 =2d 1 , d 3 =D 1 , d 4 =D 2 , where d 1 is the diameter of the bottom surface of the upper part 101, d 2 is the diameter of the bottom surface of the lower part 103, d 3 is the diameter of the upper surface circle of the transition part 102, d 4 is the diameter of the circle on the lower surface of the transition portion 102 . h 1 with l 1 The included angle is 120°, h 1 =20mm, h 2 = h 1 , h 3 =2h 1 , where h 1 is the height of the upper part 101, l 1 is the busbar of the transition part 102, h 2 is the height of the transition part 102, h 3 is the height of the lower part 103 . The lower half of the side of the water collecting tank 1 evenly punches small holes 104, and the bottom surfa...
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