CN112900355A - Multifunctional breakwater - Google Patents
Multifunctional breakwater Download PDFInfo
- Publication number
- CN112900355A CN112900355A CN202110344775.0A CN202110344775A CN112900355A CN 112900355 A CN112900355 A CN 112900355A CN 202110344775 A CN202110344775 A CN 202110344775A CN 112900355 A CN112900355 A CN 112900355A
- Authority
- CN
- China
- Prior art keywords
- air
- bin
- dam body
- breakwater
- wave
- Prior art date
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 230000006835 compression Effects 0.000 claims abstract description 22
- 238000007906 compression Methods 0.000 claims abstract description 22
- 238000007789 sealing Methods 0.000 claims abstract description 16
- 239000013535 sea water Substances 0.000 abstract description 7
- 230000005611 electricity Effects 0.000 abstract description 4
- 230000000903 blocking effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000006378 damage Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 235000015170 shellfish Nutrition 0.000 description 2
- NRTLIYOWLVMQBO-UHFFFAOYSA-N 5-chloro-1,3-dimethyl-N-(1,1,3-trimethyl-1,3-dihydro-2-benzofuran-4-yl)pyrazole-4-carboxamide Chemical compound C=12C(C)OC(C)(C)C2=CC=CC=1NC(=O)C=1C(C)=NN(C)C=1Cl NRTLIYOWLVMQBO-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Images
Classifications
-
- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- 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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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
- F03B13/12—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy
- F03B13/14—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy
- F03B13/24—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy to produce a flow of air, e.g. to drive an air turbine
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
- Revetment (AREA)
Abstract
The invention provides a multifunctional breakwater, which solves the problem that the existing breakwater cannot effectively utilize wave energy. The dam comprises a dam body and is characterized in that a cavity is arranged in the dam body, a sealing plate is arranged in the cavity, the cavity is divided into a first bin and a second bin by the sealing plate, the first bin is located on one side of a wave-facing surface, a plurality of first water through holes communicated with the first bin are formed in the wave-facing surface of the dam body, the first water through holes are located below the highest tide level, air inlets and air outlets are arranged at the upper end of the sealing plate in an interval arrangement mode, an air compression brake and a generator set are arranged in the second bin, and the air outlets are connected with air inlets. The air inlet and the air outlet are both provided with one-way valves, when sea waves impact the sea surface, sea water enters the first bin from the first water through hole, air in the first bin is discharged from the air outlet and acts on the air compression brake, and the air compression brake rotates to generate electricity for the generator set; when the seawater in the first bin is reduced, the air inlet can enable the air to enter the first bin, and the wave energy can be effectively utilized.
Description
Technical Field
The invention relates to the technical field of dams, in particular to a multifunctional breakwater.
Background
The wave is the surface of water fluctuation that the ocean formed under the effect of wind, and the wave has powerful energy, can cause the destruction to the building of coast limit, generally can be through slope and have the arch or be the coast dykes and dams of recess and reduce the energy of wave gradually, forms certain buffering, avoids the wave to cause the destruction to the coast. The existing wave-proof facilities usually adopt reinforced concrete polyhedral structures, so that the stability and wave-proof capability of the existing wave-proof facilities under the impact of sea waves are improved, the energy of the sea waves is consumed after collision, and the existing facilities cannot effectively utilize the energy of the sea waves.
Disclosure of Invention
In order to overcome the defects of the background art, the invention provides the multifunctional breakwater, and solves the problem that the existing breakwater cannot effectively utilize the wave energy.
The technical scheme adopted by the invention is as follows:
the multifunctional breakwater comprises a dam body, wherein a cavity is arranged in the dam body, a sealing plate is arranged in the cavity, the sealing plate divides the cavity into a first bin and a second bin, the first bin is located on one side of a wave-facing surface, the wave-facing surface of the dam body is provided with a plurality of first water through holes communicated with the first bin, the first water through holes are located below the highest tide level, air inlets and air outlets are arranged at the upper end of the sealing plate in an interval arrangement mode, an air compression brake and a generator set connected with the air compression brake are arranged in the second bin, and the air outlets are connected with the air inlets of the air compression brake.
And a water baffle is arranged below the air outlet, and the distance between the top surface of the water baffle and the inner wall of the wave-facing surface forms an air outlet channel.
A shellfish culture area is arranged in the cavity, and a sealing door is arranged below the water baffle.
And wave dissipating piles are arranged on the wave-facing surface of the dam body.
The dam is characterized in that a groove is formed in the wave-facing surface of the dam body, a piston type air pump is arranged in the groove, a piston of the piston type air pump is provided with a push plate, the push plate is located below the highest tide level, and an air outlet of the piston type air pump is connected with an air inlet of an air compression brake.
And a support column is arranged between the bottom of the dam body and the seabed, a support beam is arranged on the support column, and a second limber hole is arranged at the bottom of the dam body.
The supporting beam is located below the lowest tide level, and the distance between the supporting beam and the lowest tide level is larger than 1.5 m.
The support column is provided with a sinking platform, and the support beam is arranged on the sinking platform.
The supporting beam comprises a first supporting beam and a second supporting beam, the first supporting beam is located in front of the second supporting beam, and the front end face of the first supporting beam is an inclined plane inclined downwards.
The bottom of the support column is connected with a base.
The back wave surface of the dam body is provided with a berth which can be used for berthing ships.
And the bottom of the dam body is provided with a water turbine connected with a generator set.
And a wave blocking wall is further arranged on the dam body, and a wind driven generator is mounted on the wave blocking wall.
The invention has the beneficial effects that:
the air inlet and the air outlet are both provided with a flap type one-way valve, when sea waves impact the sea surface, sea water enters the first bin from the first water through hole, air in the first bin is discharged from the air outlet and acts on the air compression brake, and the air compression brake rotates to generate electricity for the generator set; when the seawater in the first bin is reduced, the air inlet can enable the air to enter the first bin, the wave-proof effect is achieved, and the wave energy can be effectively utilized.
Drawings
FIG. 1 is a schematic of the present invention.
FIG. 2 is a schematic front view of the wave-facing side of the dam of the present invention.
Fig. 3 is a schematic view of the support structure of the present invention.
FIG. 4 is a schematic view of the piston air pump of the present invention.
The dam comprises a dam body 1, a sealing plate 2, a first bin 3, a second bin 4, a first water through hole 5, an air inlet 6, an air outlet 7, an air compression brake 8, a generator set 9, a water baffle 10, a wave-dissipating pile 11, a piston type air pump 12, a push plate 13, a support column 14, a support beam 15, a first support beam 152, a second water through hole 16, a base 17, a water turbine 18, a sinking platform 19, a wave-blocking wall 20 and a groove 102.
Detailed Description
The invention will be further illustrated with reference to the following examples and drawings:
in the embodiment, as shown in fig. 1 and 2, the multifunctional breakwater comprises a dam body 1, a cavity is arranged in the dam body 1, a sealing plate 2 is arranged in the cavity, the cavity is divided into a first bin 3 and a second bin 4 by the sealing plate 2, the first bin 3 is located on one side of a wave-facing surface, a plurality of first water through holes 5 communicated with the first bin 3 are formed in the wave-facing surface of the dam body 1, the first water through holes 5 are located below a highest tide level, air inlets 6 and air outlets 7 are arranged at the upper end of the sealing plate 2 in an interval arrangement mode, an air compression brake 8 and a generator set 9 connected with the air compression brake 8 are arranged in the second bin 4, and the air outlets 7 are connected with an air inlet of the air compression brake 8. The air inlet 6 and the air outlet 7 are both provided with a flap type one-way valve, so that air can only flow in one direction, when sea waves impact a surf-facing surface, sea water enters the first bin 3 from the first water through hole 5, air in the first bin 3 is discharged from the air outlet 7 and acts on the air compression brake 8, and the air compression brake 8 rotates to generate electricity for the generator set 9; when the seawater in the first bin 3 is reduced, the air inlet 6 can enable the air to enter the first bin 3, so that the wave-proof effect is achieved, and the wave energy can be effectively utilized.
In the embodiment, as shown in fig. 1, a water baffle 10 is arranged below the air outlet 7, and a distance between the top surface of the water baffle 10 and the inner wall of the wave-facing surface forms an air outlet channel. The air outlet channel enables the air flowing speed to be fast, and the rotating speed of the air compression brake to be fast; a shellfish culture area is arranged in the first bin 3, a sealing door is arranged below the water baffle 10, and collection can be carried out by opening the sealing door during the ebb tide.
In the embodiment, as shown in fig. 1 and 2, a wave breaking pile 11 is further arranged on the wave-facing surface of the dam body 1. The impact force and the danger brought by the sea waves are reduced, so that the dam body 1 can be better protected from being eroded by the sea waves.
In the embodiment, as shown in fig. 2 and 4, a groove 102 is formed in the wave-facing surface of the dam 1, a piston air pump 12 is arranged in the groove 102, a push plate 13 is mounted on a piston of the piston air pump 12, the push plate 13 is located below the highest tide level, and an air outlet of the piston air pump 12 is connected with an air inlet of the air compression brake 8. The piston type air pump 12 is similar to an air box in structure, and pushes the push plate 13 to move through sea waves, so that the piston moves in the pump body, and air in the pump body is conveyed to an air inlet of the air compression brake 8.
In the embodiment, as shown in fig. 1 and 3, a support column 14 is arranged between the bottom of the dam 1 and the seabed, a support beam 15 is arranged on the support column 14, and a second water through hole 16 is arranged at the bottom of the dam 1. When the tide is ebb, the seawater can be discharged through the second hole 16; the supporting columns 14 enable the dam body 1 to have a certain distance with the seabed, so that the seabed ecology cannot be damaged, the ecological stability is guaranteed, meanwhile, the phenomenon that silt is accumulated on the back wave surface of the dam body 1 to cause the dam body 1 to be silted is prevented, and the back wave surface of the dam body 1 can form a wind port or a cultivation protection area.
In an embodiment, as shown in fig. 1 and 3, the support beam 15 is located below the lowest tide level, and the distance between the support beam 15 and the lowest tide level is greater than 1.5 m; the back wave surface of the dam body 1 is provided with a berth which can be used for berthing ships. The ship can be parked at the back wave surface of the dam body 1, and the supporting beam 15 is used for blocking the surge and preventing the surge from rushing to the back wave surface of the dam body from the bottom of the dam body 1, so that the ship floats and collides with the dam body.
In an embodiment, as shown in fig. 1 and 3, a sinking platform 19 is installed on the supporting column 14, and the supporting beam 15 is installed on the sinking platform 19. The supporting columns 14, the supporting beams 15 and the sinking platform 19 are prefabricated members, so that the supporting beams 15 are convenient to install, and the supporting structure is stable.
In an embodiment, as shown in fig. 1 and 3, the support beam 151 includes a first support beam 152 and a second support beam 152, the first support beam 151 is located in front of the second support beam 152, and a front end surface of the first support beam 151 is an inclined surface inclined downward. The front end face of the first support beam 151 has a surge resisting effect.
In the embodiment, as shown in fig. 1 and 3, a base 17 is connected to the bottom of the supporting column 14. The bottom of the supporting column 14 is protected, and the supporting column 14 is stably fixed on the seabed and is not deeply punched by water flow.
In the embodiment, as shown in fig. 1, the bottom of the dam body 1 is provided with a water turbine 18 connected with the generator set 9. The turbine 18 is rotated by tidal energy and the generator set 9 is then caused to generate electricity.
In the embodiment, as shown in fig. 1, a wave wall 20 is further disposed on the dam body 1. The waves are prevented from overflowing the dam body 1 too much, and wind power generation equipment can be arranged in the wave blocking wall 20.
It should be understood that the above-described embodiments of the present invention are merely examples for illustrating the present invention, and are not intended to limit the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. There is no need or no way to give poor examples of all embodiments. And such obvious changes and modifications which are within the spirit of the invention are deemed to be covered by the present invention.
Claims (10)
1. Multi-functional breakwater, including dam body (1), its characterized in that: the dam comprises a dam body (1) and is characterized in that a cavity is arranged in the dam body (1), a sealing plate (2) is arranged in the cavity, the sealing plate (2) divides the cavity into a first bin (3) and a second bin (4), the first bin (3) is located on one side of a wave-facing surface, the wave-facing surface of the dam body (1) is provided with a plurality of water through holes (5) communicated with the first bin, the water through holes (5) are located below the highest tide level, the upper end of the sealing plate (2) is provided with air inlets (6) and air outlets (7) which are arranged at intervals, an air compression brake (8) and a generator set (9) connected with the air compression brake (8) are arranged in the second bin (4), and the air outlets (7) are connected with the air inlets of the air compression brake (8).
2. The multi-functional breakwater of claim 1, wherein: a water baffle (10) is arranged below the air outlet (7), and the distance between the top surface of the water baffle (10) and the inner wall of the wave-facing surface forms an air outlet channel.
3. The multi-functional breakwater of claim 1, wherein: and a wave dissipating pile (11) is also arranged on the wave-facing surface of the dam body (1).
4. The multi-functional breakwater of claim 1, wherein: the dam is characterized in that a groove (102) is formed in the wave-facing surface of the dam body (1), a piston type air pump (12) is arranged in the groove (102), a push plate (13) is installed on a piston of the piston type air pump (12), the push plate (13) is located below the highest tide level, and an air outlet of the piston type air pump (12) is connected with an air inlet of an air compression brake (8).
5. The multi-functional breakwater of claim 1, wherein: a supporting column (14) is arranged between the bottom of the dam body (1) and the seabed, a supporting beam (15) is arranged on the supporting column (14), and a second water through hole (16) is formed in the bottom of the dam body (1).
6. The multi-functional breakwater of claim 5, wherein: the supporting beam (15) is located below the lowest tide level, and the distance between the supporting beam (15) and the lowest tide level is larger than 1.5 m.
7. The multi-functional breakwater of claim 5, wherein: the support column (14) is provided with a sinking platform (16), and the support beam (15) is arranged on the sinking platform (16).
8. The multi-functional breakwater of claim 5, wherein: the supporting beam (151) comprises a first supporting beam (152) and a second supporting beam (152), the first supporting beam (151) is located in front of the second supporting beam (152), and the front end face of the first supporting beam (151) is an inclined plane which inclines downwards.
9. The multi-functional breakwater of claim 5, wherein: the bottom of the supporting column (14) is connected with a base (17).
10. The multi-functional breakwater of claim 5, wherein: and a water turbine (18) connected with the generator set (9) is installed at the bottom of the dam body (1).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110344775.0A CN112900355A (en) | 2021-03-31 | 2021-03-31 | Multifunctional breakwater |
| CN202210332988.6A CN114541320A (en) | 2021-03-31 | 2022-03-31 | Multifunctional breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110344775.0A CN112900355A (en) | 2021-03-31 | 2021-03-31 | Multifunctional breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112900355A true CN112900355A (en) | 2021-06-04 |
Family
ID=76109552
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110344775.0A Pending CN112900355A (en) | 2021-03-31 | 2021-03-31 | Multifunctional breakwater |
| CN202210332988.6A Withdrawn CN114541320A (en) | 2021-03-31 | 2022-03-31 | Multifunctional breakwater |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210332988.6A Withdrawn CN114541320A (en) | 2021-03-31 | 2022-03-31 | Multifunctional breakwater |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN112900355A (en) |
-
2021
- 2021-03-31 CN CN202110344775.0A patent/CN112900355A/en active Pending
-
2022
- 2022-03-31 CN CN202210332988.6A patent/CN114541320A/en not_active Withdrawn
Also Published As
| Publication number | Publication date |
|---|---|
| CN114541320A (en) | 2022-05-27 |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20210604 |