A vertical breakwater with open caisson

An open-hole caisson, vertical technology, applied in breakwaters, caissons, embankments, etc., can solve problems such as increased engineering volume, adverse effects, and increased cost, and achieve the effects of improving overall stability, reducing wave energy, and reducing section size.

Active Publication Date: 2019-10-11
GUANGDONG PROVINCE PLANNING & DESIGN INST FOR WATER TRANSPORTATION
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] However, when the elevation of the roof of the wave dissipation chamber is low, the waves will exert an upward force on the roof, which is not conducive to the stability of the breast wall and the roof
If the roof elevation is raised, the height of the caisson needs to be increased, which will increase the volume of the caisson and increase the difficulty of prefabrication and transportation; it will increase the amount of work and increase the cost, which is not environmentally friendly and economical; may also adversely affect

Method used

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  • A vertical breakwater with open caisson
  • A vertical breakwater with open caisson
  • A vertical breakwater with open caisson

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Embodiment Construction

[0014] Such as figure 1 , 2 As shown, the perforated caisson vertical breakwater of the present invention includes a caisson 7 and a parapet 8, wherein a partition wall or a partition is arranged inside the caisson 7 to form several compartments, and the outer wall of the upper part of the caisson 7 is provided with a caisson opening 6 , the subdivision behind the opening 6 of the caisson is used as the wave dissipating chamber 5, and other subdivisions of the caisson 7 except the dissipating chamber 5 are filled with sand; 8 is arranged on the top of the top plate 4, and the wave-facing side of the breast wall 8 is provided with an inclined surface, and several water outlets 1 are arranged on the inclined surface, and the water outlets 1 communicate with the water inlet 2 opened on the top plate 4 through the pipe 3. The bottom of above-mentioned caisson 7 is foundation bed, bottom protection, and foundation bed, bottom protection are identical with traditional upright emban...

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Abstract

The invention discloses a perforated caisson vertical groyne. The perforated caisson vertical groyne comprises a caisson and a breast wall, wherein separation walls or separation plates are arranged in the caisson to form multiple cells; a caisson hole is formed in a wave surface exterior wall at the upper part of the caisson; the cell behind the caisson hole serves as a wave eliminating chamber; sand is filled in the other cells of the caisson besides of the wave eliminating chamber; the wave eliminating chamber is provided with a top plate; the top plate is provided with multiple water inlets; the breast wall is arranged at the top of the top plate; an inclined surface is arranged on a wave side of the breast wall, and is provided with multiple water outlets; and the water outlets are communicated with the water inlets formed in the top plate through pipes. The perforated caisson vertical groyne uses self kinetic energy of waves to eliminate the energy, reduces the wave force thereof, reduces the groyne back wave height, reduces the wave overtopping rate, reduces the caisson size, reduces the work amount, saves investments, is convenient to construct, can fully use self kinetic energy of water, saves the energy, and protects the environment.

Description

technical field [0001] The invention relates to a breakwater, in particular to a novel open caisson vertical breakwater which utilizes the kinetic energy of waves to dissipate energy, and belongs to the innovative technology of the open caisson vertical breakwater. Background technique [0002] The vertical embankment has the advantages of good integrity of the dike body, small installation workload on the water, no need for large lifting equipment, and fast construction progress. Open caisson vertical embankment can be used to reduce the reflection in front of the wall, shock wave pressure and the transmitted wave caused by overcoming waves, etc. Compared with non-open caisson breakwater, it has the advantages of small hydraulic pressure and small wave height reflection. [0003] However, when the elevation of the roof of the wave dissipation chamber is relatively low, the waves will exert an upward force on the roof, which is not conducive to the stability of the breast wa...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B3/06E02D23/00
Inventor 林阳郭来娣郭作纯刘立时许健敏谢兰芳
Owner GUANGDONG PROVINCE PLANNING & DESIGN INST FOR WATER TRANSPORTATION
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