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Lifting and lowering drainage device at the bottom of open channel to prevent damage caused by uplift pressure

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

Active Publication Date: 2022-02-01
UNIV OF JINAN
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the above-mentioned two technologies have too small displacement, high performance requirements for the check valve, cannot effectively discharge the groundwater when the groundwater level suddenly rises, and cannot effectively reduce the damage to the channel lining caused by the uplift pressure. The key problem is the reverse The check valve is prone to silt at the bottom of the channel or at the foot of the slope, and the check valve cannot be opened when the groundwater needs to be discharged, resulting in damage to the anti-seepage lining of the slope or the bottom of the channel

Method used

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  • Lifting and lowering drainage device at the bottom of open channel to prevent damage caused by uplift pressure
  • Lifting and lowering drainage device at the bottom of open channel to prevent damage caused by uplift pressure

Examples

Experimental program
Comparison scheme
Effect test

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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Abstract

The invention provides an up-and-down drainage device at the bottom of an open channel for deep excavation and protection against damage caused by uplift pressure. Affect the obvious advantages such as the water passing capacity of the open channel. It includes a water collecting tank, a lifting mechanism and a guiding mechanism; the inside of the water collecting tank is a hollow structure, and there are many small holes on the lower half of the side and the bottom, and a layer of first filter screen is wrapped outside the part of the water collecting tank with small holes; the lifting The mechanism includes a top cover, a cylinder and a floating plate arranged in sequence from top to bottom. There are multiple drainage holes on the upper part of the cylinder, and a layer of second filter screen is contained between the cylinder and the floating plate; the guiding mechanism includes guide rails, sleeves And the fixed bracket, the guide rail is located at the center of the inner side of the water collection tank, one end is set at the bottom of the water collection tank, the other end extends to the top cover, the casing is fixed on the inner wall of the lifting mechanism through the fixed bracket, and the fixed brackets are respectively located at the top cover and the second filter screen , the casing can move up and down along the guide rail with the lifting mechanism.

Description

technical field [0001] The invention relates to an up-and-down drainage device for the bottom of an open channel to prevent damage from uplift pressure in the deep excavation section. During the process of water delivery in the open channel, the channel is lined with an anti-seepage slope and the bottom of the channel to prevent damage from the uplift pressure of groundwater, which belongs to the process of water delivery in the open channel. Anti-clogging and pressure-reducing drainage technical field. Background technique [0002] The distribution of water resources in various parts of China is uneven. In order to solve the contradiction between supply and demand of water resources, the country has built water diversion projects. Among them, channel lining water delivery is widely used because of its low cost and good water delivery effect. However, for some high-lying places, deep excavation of square sections is often used to ensure the self-flow of canal water, and deep...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E03F1/00E03F5/14
CPCE03F1/00E03F5/14
Inventor 王维平孙秀秀王兵孙佑光李文良赵伟东曲士松
Owner UNIV OF JINAN
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