CN210086153U - Reinforced concrete breast wall structure with wave dissipation chamber - Google Patents
Reinforced concrete breast wall structure with wave dissipation chamber Download PDFInfo
- Publication number
- CN210086153U CN210086153U CN201822042590.0U CN201822042590U CN210086153U CN 210086153 U CN210086153 U CN 210086153U CN 201822042590 U CN201822042590 U CN 201822042590U CN 210086153 U CN210086153 U CN 210086153U
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- China
- Prior art keywords
- wave
- wave dissipation
- shoulder
- reinforced concrete
- wall
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 15
- 210000000481 breast Anatomy 0.000 title claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000009194 climbing Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 210000000779 thoracic wall Anatomy 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
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Abstract
A reinforced concrete breast wall structure with a wave dissipation chamber comprises a shoulder, wave dissipation columns, wave dissipation plates and a retaining wall; the shoulder is provided with a plurality of wave dissipation columns, and wave dissipation plates are arranged on the wave dissipation columns; the retaining wall is arranged behind the shoulder. The utility model discloses a by the shoulder, the unrestrained room that disappears that the post, the unrestrained board that disappears and the barricade formed can reduce the wave and climb high, reduce the volume of surging more to reach the purpose that reduces the height of wave wall. The utility model is suitable for a hydraulic buildings such as breakwater and shore protection that need restrict wave wall top elevation can extensively be used for engineering such as breakwater, pier, shore protection.
Description
The technical field is as follows:
the utility model belongs to equipment is used at harbour, in particular to reinforced concrete chest wall structure with unrestrained room disappears.
Background art:
in port engineering buildings, research and development of structural patterns of breakwaters, docks and the like have always attracted much attention. The technology of the main structure of the modern harbor engineering generally goes through a process of gradually developing and evolving from shallow water to deep water, from a slope type to an upright type and a hybrid type, and from a solid structure to an open-pore permeable structure.
In recent years, the caisson with holes on the front wall, the rear wall, the transverse partition wall and the longitudinal partition wall (namely, the open-hole type structure with the wave dissipation chamber) becomes one of the main forms of novel hydraulic structures by virtue of material saving, good wave dissipation performance and suitability for deep sea areas. However, the upper structure of the caisson is still a solid cast-in-place concrete breast wall or a reinforced concrete retaining wall, the back of the wall is backfilled, the top surface is paved by concrete, and the breast wall cannot play the roles of weakening wave energy and reducing wave reflection.
The wave-blocking wall generally used at present is higher, and the vision field of pedestrians standing behind the wall is blocked, so that the landscape value of a building is reduced. In order to meet the requirements of wave prevention and landscape, the rear land area needs to be lifted up, so that the manufacturing cost is greatly increased.
The invention content is as follows:
the utility model aims at overcoming the not enough of existence among the above-mentioned prior art just, and provide a reinforced concrete breast wall structure with unrestrained room disappears, this structure can reduce the wave through the unrestrained room that disappears and climb, reduce unrestrained volume more to reach the purpose that reduces the height of wave wall.
As the conception, the technical proposal of the utility model is that: the utility model provides a reinforced concrete breast wall structure with unrestrained room disappears which characterized in that: comprises a shoulder, a wave dissipation column, a wave dissipation plate and a retaining wall; the shoulder is provided with a plurality of wave dissipation columns, and wave dissipation plates are arranged on the wave dissipation columns; the retaining wall is arranged behind the shoulder.
The shoulder is a reinforced concrete slab.
The wave dissipation columns are arranged in a plum blossom shape.
The utility model discloses have following advantage and positive effect:
1. the utility model discloses a by the shoulder, disappear unrestrained post, disappear unrestrained room that disappears that unrestrained board and barricade formed, can reduce the wave and climb high, reduce the volume of surging more to reduce the wall crown elevation.
2. The utility model is suitable for a hydraulic buildings such as breakwater and shore protection that need restrict wave wall top elevation.
3. The utility model discloses the suitability is strong, can extensively be used for projects such as breakwater, pier, shore protection.
4. The utility model discloses can pour on-the-spot, construction convenience.
5. The utility model discloses can reduce engineering cost, have good economic indicator.
Description of the drawings:
FIG. 1 is a plan view of the structure of the present invention;
fig. 2 is a structural section view of the present invention.
The specific implementation mode is as follows:
as shown in the figure: a reinforced concrete breast wall structure with a wave dissipation chamber is composed of a shoulder 3, a wave dissipation column 2, a wave dissipation plate 1 and a retaining wall 4. The shoulder is a reinforced concrete slab, is the foundation of the structure, and is provided with a reinforced concrete wave dissipation column which is arranged in a plum blossom shape. The wave dissipation column is provided with a wave dissipation plate. The retaining wall is arranged behind the shoulder and plays a role in retaining water. The shoulder, the wave dissipation column, the wave dissipation plate and the retaining wall form a wave dissipation chamber, so that the purpose of reducing the wave climbing height is achieved.
The utility model discloses can reduce the wave and climb, reduce the volume of surging, reduce the height of wave wall, can be used to hydraulic buildings such as breakwater and shore protection.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (3)
1. The utility model provides a reinforced concrete breast wall structure with unrestrained room disappears which characterized in that: comprises a shoulder, a wave dissipation column, a wave dissipation plate and a retaining wall; the shoulder is provided with a plurality of wave dissipation columns, and wave dissipation plates are arranged on the wave dissipation columns; the retaining wall is arranged behind the shoulder.
2. The reinforced concrete breast wall structure with the wave breaking chamber as claimed in claim 1, wherein: the shoulder is a reinforced concrete slab.
3. The reinforced concrete breast wall structure with the wave breaking chamber as claimed in claim 1, wherein: the wave dissipation columns are arranged in a plum blossom shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822042590.0U CN210086153U (en) | 2018-12-06 | 2018-12-06 | Reinforced concrete breast wall structure with wave dissipation chamber |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822042590.0U CN210086153U (en) | 2018-12-06 | 2018-12-06 | Reinforced concrete breast wall structure with wave dissipation chamber |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210086153U true CN210086153U (en) | 2020-02-18 |
Family
ID=69469709
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822042590.0U Expired - Fee Related CN210086153U (en) | 2018-12-06 | 2018-12-06 | Reinforced concrete breast wall structure with wave dissipation chamber |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210086153U (en) |
-
2018
- 2018-12-06 CN CN201822042590.0U patent/CN210086153U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200218 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |