Gate opening-closing device and control method

A technology for opening and closing devices and gates, which is applied in water conservancy projects, marine engineering, coastline protection, etc.

Active Publication Date: 2020-06-05
浙江九州治水科技股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, the gate on the dam relies on its own gravity in the process of lowering the gate. However, due to the depth of the water, the water pressure on the gate is relatively high, resulting in a large friction force between the gate and the track, and the friction force when the gate is lowered If the direction is upward, it is difficult to control the amount of water in the river during the rainy season. When the amount of water is too much, the friction force will be greater than its own weight. The winch hoist without downforce cannot completely close the gate, and it is difficult to achieve the effect of cutting off the water flow. And the gate It is unstable and has great potential safety hazards. Therefore, it is necessary to improve the existing hoist-type gate opening and closing device

Method used

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  • Gate opening-closing device and control method
  • Gate opening-closing device and control method
  • Gate opening-closing device and control method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0036] Such as Figure 1-Figure 5 As shown, the present invention discloses a gate opening and closing device, comprising a dam body 1, a drain channel 12 is opened at the lower end of the dam body 1; a gate 13 for opening and closing the drain channel 12 is longitudinally slid on the dam body 1 , and the opening and closing equipment 2 for controlling the longitudinal reciprocating movement of the gate 13 is installed. In the specific embodiment of the present invention, the opening and closing beam 14 is fixed above the gate 13, and the opening and closing equipment 2 includes a hoist 21 and a The hoist 21 and the gate 13 are respectively installed on the traction mechanism 22 on both sides of the gate 13, and the hoist 21 is installed above the dam body 1; the traction mechanism 22 includes a first traction part 211 for pulling the gate 13 up and The second traction part 212 used to help the gate 13 close; the first traction part 211 includes a first winding part 2111, a fi...

Embodiment 2

[0047] Embodiment 2, the difference with embodiment 1 is

[0048] Such as Figure 6-Figure 7 In the specific embodiment of the present invention, it also includes a buoyancy traction part 5 which is arranged on the downward movement of the auxiliary gate 13; The pressure block 53 on the buoyancy plate 52 and the third traction rope 54; the bottom of the buoyancy well 51 is provided with a water intake 55; the inner wall of the buoyancy well 51 of the water intake 55 is provided with a step 56 for limiting the position of the buoyancy plate 52 The top of the pressure block 53 is equipped with a suspension ring 57, and one end of the third traction rope 54 is fixedly connected with the suspension ring 57, and the other end passes through the pulley block 58, and the pulley block 58 is fixedly installed on the dam body 1, and it changes direction by the pulley block 28 Function, the third traction rope 54 is drawn to the fixed pulley 2124, and drawn to the second traction seat 2...

Embodiment 3

[0053] Embodiment 3, differs from Embodiment 2 in that

[0054] Such as Figure 8 As shown, in a specific embodiment of the present invention, the water body density adjustment unit 65 includes a salt storage tank 651, a water diversion pipe 652, a cut-off valve 653 and a flow valve 654 installed on the water diversion pipe 652 for cutting off the water diversion pipe; The salt storage tank 651 is fixedly installed on the outer wall of the buoyancy well 51, and one end of the water diversion pipe 652 communicates with the salt storage tank 651, and it extends down along the side wall of the buoyancy well 51 to the point where the two-way variable pump 61 is away from the external connection port. One end is connected; the flow valve 654 is fixedly installed on the water diversion pipe 652; a one-way valve 655 is also installed on the water diversion pipe 652; the flow valve 654 is electrically connected to the shut-off valve 653 and the uniform controller 64.

[0055] By adop...

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PUM

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Abstract

The invention discloses a gate opening and closing device. According to the technical scheme, the gate opening and closing device comprises a dam body, a drainage channel is formed in the lower end ofthe dam body, and a gate for opening and closing the drainage channel is longitudinally arranged on the dam body in a sliding manner; and opening and closing equipment for controlling the gate to longitudinally reciprocate is mounted on the gate opening and closing device. The gate opening and closing device is characterized in that an opening and closing beam is fixed above the gate, and the opening and closing equipment comprises a winch and traction mechanisms which are used for connecting the winch and the gate and are correspondingly mounted on two sides of the gate, wherein the winch ismounted above the dam body; and each traction mechanism comprises a first traction part used for pulling the gate upwards and a second traction part used for helping the gate to be closed. Accordingto the gate opening and closing device, the problem that the gate cannot be completely closed by means of self weight is effectively solved, and the safety performance of the dam body is improved.

Description

technical field [0001] The invention relates to the technical field of gate control, in particular to a gate opening and closing device and a control method thereof. Background technique [0002] The gate is a control facility for closing and opening the discharge (discharging) channel; as an important part of a hydraulic structure, it can be used to intercept water flow, control water level, adjust flow, discharge sediment and floating objects, etc.; gate It is usually used in hydraulic structures such as overflow dams, bank spillways, scuppers and hydraulic tunnels. It has the functions of intercepting water flow, controlling water level, regulating flow, controlling shipping, and discharging sediment and floating objects. [0003] At present, the gate on the dam relies on its own gravity in the process of lowering the gate. However, due to the depth of the water, the water pressure on the gate is relatively high, resulting in a large friction force between the gate and th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B7/20E02B7/26E02B7/36
CPCE02B7/20E02B7/26E02B7/36
Inventor 吴有星占桂泉翁小华游圆刘澎
Owner 浙江九州治水科技股份有限公司
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