A graded lift type retaining dam

A dam, lift-type technology, applied in water conservancy projects, marine engineering, construction and other directions, can solve the problems of simple gate support, discounted service life, large load of water-filled rubber bags, etc., to achieve high flexibility, long service life, The effect of reducing the number of maintenance

Inactive Publication Date: 2018-09-14
XIHUA UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, this graded floating retaining dam still has huge defects: because the support of the gate in the direction of water flow is too simple, it mainly relies on the opening side wall on the concrete cover plate to form the support
In addition to setting the support rods, usually the workers in the field also improve the impact performance of the gate by increasing the thickness of the gate, but the gate is made of steel, and the increase in its thickness will inevitably greatly increase the weight of the gate itself, which in turn causes push The load of the water-filled rubber bag for lifting the gate is relatively large, which greatly reduces the service life

Method used

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  • A graded lift type retaining dam
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  • A graded lift type retaining dam

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Embodiment Construction

[0033] combine Figure 1-11A step-by-step lifting retaining dam is shown, which is composed of a foundation pit 1, a cover plate 2, a supporting steel plate 3 and a flat gate 4. The foundation pit 1 consists of a square pit excavated on the river bed and concrete poured in the square pit. The cover plate 2 is a concrete plate buckled on the top of the foundation pit 1. The cover plate 2 is a prefabricated concrete slab, and the cover plate 2 can be buckled directly on the foundation pit 1 after the construction of the foundation pit 1 is completed. The size of the foundation pit 1 is usually 3m*3m*4m. Specifically, adaptive adjustments can be made according to the building scale of the retaining dam. For smaller retaining dams, one foundation pit 1 can be arranged at the center of the river bed, and for larger retaining dams, multiple foundation pits 1 can be arranged symmetrically along the width direction of the river bed. The upper surface of the cover plate 2 is flush w...

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Abstract

The invention relates to the technical field of hydraulic and hydroelectric engineering, and aims to provide a novel grading lifting type water retaining dam which is stable in supporting and does not affect lifting of a gate. According to the technical scheme adopted by the novel grading lifting type water retaining dam, the bulkhead gate is composed of a front steel plate and a rear steel plate, and the front steel plate and the rear steel plate are integrally connected through two side plates. The top of the front steel plate is provided with a plurality of rod recovery openings, the rear steel plate are provided with a plurality of rod penetrating grooves, and the rod recovery openings correspond to the rod penetrating grooves one by one. Each rod penetrating groove is composed of two parallel and vertical strip-shaped groove bodies which extend from the middle of the rear steel plate to the edge of the top of the rear steel plate. A supporting assembly is arranged at each group composed of one rod recovery opening and one rod penetrating groove correspondingly, and comprises supporting rods and hinge supports fixed to a downstream bed. The novel grading lifting type water retaining dam is stable in supporting and does not affect lifting of the gate.

Description

technical field [0001] The invention relates to the technical field of water conservancy and hydropower engineering, in particular to a step-by-step lifting type retaining dam. Background technique [0002] At present, there are many small rivers with small annual average flow in our country, and these rivers often show a large difference in flow between wet and dry seasons, reflecting significant flow unevenness and seasonality. Especially for seasonal rivers, the difference in flow between flood seasons and dry seasons is very large. In dry seasons, the flow of such rivers may only be tens or even a few cubic meters, and sometimes the river may even stop flowing and the riverbed may be exposed. In the wet season, the water flow increases sharply due to precipitation such as heavy rain and snowmelt, and even floods rush. Therefore, rivers with such hydrological characteristics have brought many unfavorable factors to the sustainable development of people's domestic water a...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B7/26
CPCE02B7/26E02B7/34E02B7/54
Inventor 张焕敏王非蔡丹
Owner XIHUA UNIV
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