CN111501663A - Energy dissipation wave wall structure - Google Patents
Energy dissipation wave wall structure Download PDFInfo
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- CN111501663A CN111501663A CN202010216253.8A CN202010216253A CN111501663A CN 111501663 A CN111501663 A CN 111501663A CN 202010216253 A CN202010216253 A CN 202010216253A CN 111501663 A CN111501663 A CN 111501663A
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- Prior art keywords
- wall
- wave
- water
- energy dissipation
- wave wall
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
Abstract
The invention provides an energy dissipation wave wall structure which comprises a wave wall body, an internal energy dissipation box of the wave wall, a wall body bump and a groove which are used for connecting adjacent wave walls, and a through hole for connecting foundation joint bars. After the surging water body enters the internal energy dissipation tank, the energy dissipation effect of the wave wall is enhanced through mutual collision between the water bodies and the wall structure. Meanwhile, the water retaining system of the water retaining surface of the wave wall is mainly an arc surface, so that the impact force of surge on the wall body of the wave wall is reduced, and the overall structure stability of the wall body is improved. The energy dissipation wave wall has a water retaining effect, and the height of the top of the dam can be reduced when the energy dissipation wave wall is arranged on the dam. The energy dissipation structure eliminates the energy of water flow and avoids the damage of the over-high flow velocity of the water flow to the wall body. The main structure of the wave wall adopts the erosion and abrasion resistant concrete material, and the usable life of the structure is prolonged.
Description
Technical Field
The invention relates to an energy dissipation wave wall structure, which is mainly suitable for the technical field of civil engineering.
Background
The wave wall is a wall body arranged at the front edge of the water retaining of the dam crest for preventing waves from turning over the dam crest. It is used in dam, reservoir, canal and dam to prevent wave, flood and water. The stable, firm and watertight wave wall can properly reduce the super height of the dam and save the dam construction amount. When severe weather such as typhoon, flood and the like occurs, the wave wall is often required to bear large wave pressure, and the stability of the wall body is seriously influenced. What kind of wave wall structure of adoption can both manger water, can high-efficient energy dissipation again, becomes a major difficulty of design engineer.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides an energy dissipation wave wall structure which is mainly suitable for the technical field of civil engineering.
The technical scheme adopted by the invention for solving the technical problems is as follows: the utility model provides an energy dissipation wave wall structure which characterized in that: the energy dissipation structure comprises wave wall bodies, an internal energy dissipation box of the wave wall, a wall body bump and a groove which are used for connecting adjacent wave walls, and a through hole which is used for connecting foundation joint bars.
Further:
the wave wall body is composed of a wave-proof body and a water-facing surface, wherein the wave-proof body is of a semi-arc structure and is positioned at the top of the wall body to block the waves from turning over the top of the wall. The lower part of the wall body near the water surface is an inclined plane, the upper part of the wall body near the water surface is an arc surface, and the arc surface of the wall body near the water surface is respectively tangent with the inclined plane of the wall body near the water surface and the semi-circular arc of the wave-proof body.
The internal energy dissipation tank mainly comprises an inner cavity, an energy dissipation port and a water drainage port. The inner cavity of the energy dissipation box is of a cavity structure and is arranged in the wave wall. The wall body of the wave wall is provided with a plurality of rows of energy dissipation ports on the near water surface, and the bottom of the near water surface is provided with a water discharge port. The energy dissipation port and the water discharge port are communicated with the inner cavity. The surge enters the inner cavity through the energy dissipation port on the near water surface to dissipate energy. After the energy of the water body is dissipated, the water flows back to the reservoir through the water discharge opening.
The wall body convex blocks and the grooves are respectively arranged on two sides of the wave wall and used for connecting adjacent wall bodies. The surface of the bump is pasted with a water-stop rubber cushion layer, and the water-stop rubber cushion layer can prevent the structure seam from passing water after the bump is tightly pasted with the groove.
The through holes are arranged at the lower part of the wave wall and used for connecting the dowel bars on the foundation surface of the wave wall for reinforcing the wave wall.
The wave wall body, the internal energy dissipation box, the wall body convex blocks and the grooves are all made of anti-erosion and anti-abrasion concrete.
The invention has the beneficial effects that: novel structure compares with the traditional wave wall, and the water that surges gets into inside energy dissipation case after, through the collision each other between the water and the collision between water and the wall structure, has strengthened the energy dissipation effect of wave wall. Meanwhile, the water retaining system of the water retaining surface of the wave wall is mainly an arc surface, so that the impact force of surge on the wall body of the wave wall is reduced, and the overall structure stability of the wall body is improved. The energy dissipation wave wall has a water retaining effect, and the height of the top of the dam can be reduced when the energy dissipation wave wall is arranged on the dam. The energy dissipation structure eliminates the energy of water flow and avoids the damage of the over-high flow velocity of the water flow to the wall body. The existing wave wall is mostly made of common cement concrete and is easy to corrode by water, and the main structure of the wave wall is made of erosion-resistant and abrasion-resistant concrete materials, so that the usable life of the structure is prolonged.
Drawings
The invention is further described below with reference to the accompanying drawings.
FIG. 1 is a three-dimensional schematic of an embodiment of the present invention;
FIG. 2 is an internal three-dimensional schematic view of an embodiment of the present invention;
fig. 3 is a cross-sectional view of an embodiment of the present invention.
Detailed Description
Reference is made to the accompanying drawings. The invention relates to an energy dissipation wave wall structure, which is characterized in that: the method is characterized in that: the energy dissipation structure comprises a wave wall body 1, an internal energy dissipation box 2 of the wave wall, a wall body convex block 3 and a groove 4 which are used for connecting adjacent wave walls, and a through hole 5 which is used for connecting foundation joint bars.
In an embodiment of the invention:
the wave wall body 1 is composed of a wave-proof body 11 and a water-facing surface 12, wherein the wave-proof body 11 is of a semi-arc structure and is positioned at the top of the wall body to block waves from turning over the top of the wall. The lower part of the wall body near the water surface 12 is an inclined plane, the upper part is an arc surface, and the arc surface of the wall body near the water surface 12 is respectively tangent with the inclined plane of the wall body near the water surface 12 and the semi-circular arc of the wave-proof body 11.
The internal energy dissipation tank 2 mainly comprises an inner cavity 21, an energy dissipation port 22 and a drainage port 23. The inner cavity of the energy dissipation box is of a cavity structure and is arranged in the wave wall. The wall body 1 of the wave wall is provided with a plurality of rows of energy dissipation ports 22 on the water-facing surface 12, and the bottom of the water-facing surface 12 is provided with a water discharge port 23. The energy dissipation port 22 and the drain port 23 are both communicated with the inner cavity 21. The surge enters the inner cavity through the energy dissipation port on the near water surface to dissipate energy. After the energy of the water body is dissipated, the water flows back to the reservoir through the water discharge opening 23.
The wall body convex blocks 3 and the grooves 4 are respectively arranged on two sides of the wave wall and used for connecting adjacent wall bodies. The surface of the convex block 3 is pasted with a water stop rubber cushion layer, and the water stop rubber cushion layer can prevent the structure seam from passing water after the convex block 3 is tightly attached to the groove 4.
The through holes 5 are arranged at the lower part of the wave wall and are used for connecting the dowel bars 51 which are arranged on the foundation surface of the wave wall and used for reinforcing the wave wall.
The wave wall body 1, the internal energy dissipation box 2, the wall body convex blocks 3 and the grooves 4 are made of anti-erosion and anti-abrasion concrete.
It is to be understood that the above description is not intended to limit the present invention, and the present invention is not limited to the above examples, and those skilled in the art should understand that they can make various changes, additions and substitutions within the scope of the present invention.
Claims (6)
1. An energy dissipation wave wall structure which characterized in that: the energy dissipation structure comprises wave wall bodies, an internal energy dissipation box of the wave wall, a wall body bump and a groove which are used for connecting adjacent wave walls, and a through hole which is used for connecting foundation joint bars.
2. The energy dissipating wave wall structure of claim 1, wherein: the wave wall body consists of a wave-proof body and a water-facing surface, wherein the wave-proof body is of a semi-arc structure and is positioned at the top of the wall body to prevent surge from turning over the top of the wall; the lower part of the wall body near the water surface is an inclined plane, the upper part of the wall body near the water surface is an arc surface, and the arc surface of the wall body near the water surface is respectively tangent with the inclined plane of the wall body near the water surface and the semi-circular arc of the wave-proof body.
3. The energy dissipating wave wall structure of claim 1, wherein: the internal energy dissipation tank mainly comprises an inner cavity, an energy dissipation port and a water drainage port; the inner cavity of the energy dissipation box is of a cavity structure and is arranged in the wave wall; the wall body of the wave wall is provided with a plurality of rows of energy dissipation ports on the water surface, and the bottom of the water surface is provided with a water discharge port; the energy dissipation port and the water discharge port are communicated with the inner cavity; the surge enters the inner cavity through an energy dissipation port on the near water surface to dissipate energy; after the energy of the water body is dissipated, the water flows back to the reservoir through the water discharge opening.
4. The energy dissipating wave wall structure of claim 1, wherein: the wall body convex blocks and the grooves are respectively arranged on two sides of the wave wall and are used for connecting adjacent wall bodies; the surface of the bump is pasted with a water-stop rubber cushion layer, and the water-stop rubber cushion layer can prevent the structure seam from passing water after the bump is tightly pasted with the groove.
5. The energy dissipating wave wall structure of claim 1, wherein: the through holes are arranged at the lower part of the wave wall and used for connecting the dowel bars on the foundation surface of the wave wall for reinforcing the wave wall.
6. The energy dissipating wave wall structure of claim 1, wherein: the wave wall body, the internal energy dissipation box, the wall body convex blocks and the grooves are all made of anti-erosion and anti-abrasion concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010216253.8A CN111501663A (en) | 2020-03-25 | 2020-03-25 | Energy dissipation wave wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010216253.8A CN111501663A (en) | 2020-03-25 | 2020-03-25 | Energy dissipation wave wall structure |
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| Publication Number | Publication Date |
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| CN111501663A true CN111501663A (en) | 2020-08-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010216253.8A Pending CN111501663A (en) | 2020-03-25 | 2020-03-25 | Energy dissipation wave wall structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832190A (en) * | 2020-12-10 | 2021-05-25 | 武汉理工大学 | Coral island reef wave-proof wall structure and construction method thereof |
| CN115354619A (en) * | 2022-08-26 | 2022-11-18 | 中国路桥工程有限责任公司 | Harbor breakwater |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239584A (en) * | 2015-09-30 | 2016-01-13 | 常州大学怀德学院 | Multi-arch sheet pile supporting structure and construction process |
| CN106012954A (en) * | 2015-08-18 | 2016-10-12 | 上海河口海岸科学研究中心 | Wave wall structure beneficial for stress reducing and wave overtopping rate decreasing |
| CN107642067A (en) * | 2017-10-12 | 2018-01-30 | 合肥学院 | A kind of civil engineering bulwark |
| JP2018016966A (en) * | 2016-07-26 | 2018-02-01 | 株式会社神戸製鋼所 | Breakwater structure |
| CN107829403A (en) * | 2017-11-08 | 2018-03-23 | 华北水利水电大学 | Cavity elasticity nest hole wave-eliminating wall system |
-
2020
- 2020-03-25 CN CN202010216253.8A patent/CN111501663A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012954A (en) * | 2015-08-18 | 2016-10-12 | 上海河口海岸科学研究中心 | Wave wall structure beneficial for stress reducing and wave overtopping rate decreasing |
| CN105239584A (en) * | 2015-09-30 | 2016-01-13 | 常州大学怀德学院 | Multi-arch sheet pile supporting structure and construction process |
| JP2018016966A (en) * | 2016-07-26 | 2018-02-01 | 株式会社神戸製鋼所 | Breakwater structure |
| CN107642067A (en) * | 2017-10-12 | 2018-01-30 | 合肥学院 | A kind of civil engineering bulwark |
| CN107829403A (en) * | 2017-11-08 | 2018-03-23 | 华北水利水电大学 | Cavity elasticity nest hole wave-eliminating wall system |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832190A (en) * | 2020-12-10 | 2021-05-25 | 武汉理工大学 | Coral island reef wave-proof wall structure and construction method thereof |
| CN112832190B (en) * | 2020-12-10 | 2022-06-14 | 武汉理工大学 | Coral island reef wave-proof wall structure and construction method thereof |
| CN115354619A (en) * | 2022-08-26 | 2022-11-18 | 中国路桥工程有限责任公司 | Harbor breakwater |
| CN115354619B (en) * | 2022-08-26 | 2023-12-22 | 中国路桥工程有限责任公司 | harbor breakwater |
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Application publication date: 20200807 |