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Down-horizontal-type sluice gate

A gate and gate pier technology, which is applied in the field of lowering and horizontal gates, can solve the problems of low water temperature, large operating force, unsuitable for water diversion requirements in irrigation areas, etc., and achieves the effect of reducing the introduction amount, reducing the power intensity, and being conducive to stable operation.

Inactive Publication Date: 2017-06-30
SHANDONG AGRICULTURAL UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Moreover, at present, most of the diversion sluices mostly adopt vertical opening and closing gates, resulting in relatively large maneuvering force; when water is diverted, the water generally flows downstream from the cross-section between the bottom of the gate and the pier, and the water introduced is the deep part of the water source. The imported water has high sediment content and low water temperature, which is very unsuitable for water diversion in irrigation areas and water diversion requirements of other departments

Method used

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Examples

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Embodiment Construction

[0018] Gate pier 9 and gate bottom plate 10 are concrete structures, reinforced concrete structures, or masonry structures, etc., depending on the depth of the upstream water; gate piers 9 and gate bottom plates 10 on both sides are poured on site and formed into a complete overall structure , to increase its stability; the elevation of the gate pier 9 pier top should be greater than a certain height of the upstream water level, based on ensuring safe operation; the gate 1 is made of steel or alloy materials, which should have sufficient rigidity and strength, and anti-rust treatment should be done. The gate 1 is provided with a longitudinal partition and a transverse partition to increase the strength and rigidity of the gate.

[0019] A water stop 7 is provided between the gate 1 and the gate pier 9 and between the gate bottom plate 10 to prevent the gate 1 from leaking.

[0020] The opening and closing of the gate 1 is controlled by a hoist to meet the control of the gate 1...

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Abstract

The invention relates to a down-horizontal-type sluice gate comprising a sluice chamber and a sluice gate body and further comprising winches, a roller shaft, rollers, universal wheels, a vertical roller rail groove and a horizontal roller rail groove. A sluice gate face plate is arranged on one side of the downstream the sluice gate body. The sluice gate body is movably fixed in the vertical roller rail groove and the horizontal roller rail groove through the rollers and the universal wheels. The winches are fixed on sluice piers, and steel cables of the winches are connected on the roller shaft at the lower end of the sluice gate body through pulleys. The pulleys are fixed on the sluice piers of the lower portions of steel cable grooves. The winches control the sluice gate body, under the effects of the self-weight of the sluice gate body and upstream water pressure, the upper roller moves toward the downstream direction in the vertical roller rail groove, the lower roller moves horizontally toward the downstream direction in the horizontal roller rail groove to adjust the vertical height difference between the top of the sluice gate body and the upstream water level, the magnitude of the water head above a sluice is guaranteed, and quantitative water taking is completed. When the sluice gate guides water, only the water of the surface layer of a water source is guided. The sediment content is small, the water temperature is high, and the water meets the requirement of the crop growth.

Description

[0001] Technical field: [0002] The invention relates to a descending horizontal gate. Background technique [0003] Generally, the intake sluice is built at the head of the canal. When water is taken directly from the natural river, in order to ensure the introduction of the required flow and minimize the flow of sediment into the canal, sand flushing gates and sand guide sills are usually erected before the intake sluice. The bottom sill of the intake sluice The elevation should be higher than the elevation of the river bottom and the bottom sill of the flushing sluice. Even so, a large amount of sediment is often introduced. Moreover, at present, most of the diversion gates mostly adopt vertical opening and closing gates, resulting in relatively large maneuvering force; when diverting water, the water generally flows downstream from the cross-section between the bottom of the gate and the pier, and the water introduced is the deep part of the water source. The imported wa...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B7/30E02B7/36
CPCE02B7/30E02B7/36
Inventor 王春堂王世龑
Owner SHANDONG AGRICULTURAL UNIVERSITY
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