Protecting dike for protecting coast important facilities or regions

A breakwater, an important technology, applied in the field of breakwater, can solve the problems of limited strength, high construction cost, shipping, lighting, landscape and air circulation, etc., to achieve the effect of reducing negative impact and adjustable height

Active Publication Date: 2018-06-01
齐绍诚
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] For important facilities in these coastal areas, if dikes of sufficient height and strength are not built, accidents such as the failure of conventional dikes at the Fukushima nuclear power plant to withstand hurricane waves may repeat
However, if a protective embankment of sufficient height is built according to the existing method of building earth and rocks, in addition to the high construction cost, the strength is limited due to the constraints of construction materials, and it will have negative effects on shipping, lighting, landscape and air circulation. influences

Method used

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  • Protecting dike for protecting coast important facilities or regions
  • Protecting dike for protecting coast important facilities or regions
  • Protecting dike for protecting coast important facilities or regions

Examples

Experimental program
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Embodiment 1

[0036] This embodiment includes n layers of embankments, where n≥1, and n is an integer. Each layer of the dike includes at least two uprights 1. The structure and material of the uprights 1 are not limited, and those skilled in the art can set them according to actual needs, and the multiple uprights 1 do not have to have the same structure or material. . A reinforcing rib 4 is fixed at the rear of at least one upright column 1, and the reinforcing rib 4 may be composed of diagonally braced rods, or may be composed of a triangular / trapezoidal block or plate, which is not limited. A baffle 2 is hung on the front side of the adjacent column 1, and the left and right ends of the baffle 2 block the front of the column 1.

[0037] Each baffle 2 includes x folding plates 211 side by side up and down, where x≥2. The material of the folding plate 211 is not limited, and may be a transparent acrylic plate, a high-strength steel plate, or the like. At least one vertical stop post 3 is ...

Embodiment 2

[0042] Such as Figure 4 As shown, each layer of the embankment includes three vertical columns 1 arranged in a triangle, and the vertices of the triangles are arranged forward, and a baffle 2 is suspended between the vertical column 1 at the apex and the other two vertical columns 1. In this embodiment, it is preferable that the embankment has one layer, and the diagonal reinforcement 4 is arranged behind the pillar 1 at the apex. The front end of the upright column 1 at the apex is bilaterally symmetrical with two conical surfaces, and the two conical surfaces of the upright column 1 at the apex are provided with relief grooves that are compatible with the baffle 2. The corresponding end of is located in the relief slot, so that the front side wall of the baffle 2 is flush with the corresponding conical surface of the column 1 at the apex. Preferably, the corresponding end of the baffle 2 is located at the forward edge of the relief groove, not facing the expected direction o...

Embodiment 3

[0044] Such as Figure 5 with Image 6 As shown, when n≥2, the support rods 6 arranged in the front-rear direction are connected between the uprights 1 of the adjacent layer of embankments. In this embodiment, n=3 is preferred, and two upper and lower support rods 6 arranged in the front-rear direction are connected between the uprights 1 of adjacent layers of embankments. And the height of the support rod 6 between the pillars 1 at the apex is set according to actual needs. The support rods 6 located between the uprights 1 on both sides are limited by the interference of the baffle 2, and these support rods 6 are connected to the upper ends of the corresponding uprights 1 or at the height of the sea level.

[0045] Such as Figure 5 As shown, two blocking posts 3 are arranged behind each baffle 2 of the first layer of embankment from front to back, and also behind each baffle 2 of the second and third layer of embankments as needed. A blocking post 3 can be arranged.

[0046] S...

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PUM

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Abstract

The invention discloses a protecting dike for protecting coast important facilities or regions and provides a height-adjustable firm and reliable protecting dike, on the basis of principles of changing wind wave advancing direction, gradually reducing wave height or wind strength from top to bottom, and the like, mainly used for protecting coast important facilities or regions under extreme weather conditions of typhoon, tsunami and the like. The protecting dike is low in negative influences on shipping, illumination, landscape, air circulation and the like and has advantages of simplicity inconstruction, moderate manufacturing cost and the like.

Description

Technical field [0001] The invention relates to a protective embankment, which is mainly used to protect important coastal facilities or areas. Background technique [0002] At present, coastal protection dikes are important engineering facilities to protect coastal areas and reduce the damage caused by tides and waves. Traditional coastal protection dikes are built with earth and stones. The height of these coastal protection dikes is low, and their strength is limited due to construction materials. If they are built on beaches and other areas, they will also have a negative impact on shipping, light, landscape and air circulation. . [0003] With the advancement of science and technology, people's exploration and development of nature has become more comprehensive, and more industrial facilities have begun to be deployed in coastal areas, especially those that require the use of water resources. Nuclear power plants are one of them. For example, nuclear power plants under curre...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/06
CPCE02B3/066Y02A10/11
Inventor 齐绍诚
Owner 齐绍诚
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