CN210482186U - Be applied to breakwater of wetland protection - Google Patents
Be applied to breakwater of wetland protection Download PDFInfo
- Publication number
- CN210482186U CN210482186U CN201921191042.2U CN201921191042U CN210482186U CN 210482186 U CN210482186 U CN 210482186U CN 201921191042 U CN201921191042 U CN 201921191042U CN 210482186 U CN210482186 U CN 210482186U
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- wave
- plate
- floating
- holes
- plates
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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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
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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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
A breakwater applied to wetland protection comprises a plurality of floating plates, wherein floats, sinkers and wave-absorbing plates are arranged on the floating plates, the floating plates are of horizontally arranged plate structures, and seven floats are arranged on two sides of each floating plate; the floaters are uniformly distributed on two sides of the floating plate; connecting rings at the bottom of the periphery of the floating plate are connected with the sinkers through ropes; the two adjacent floating plates are mutually connected through connecting rings at the two sides of the floating plates and matched with ropes to form a breakwater body; the wave eliminating plates are symmetrically arranged at the top and the bottom of the floating plate, and at least two rows of wave eliminating holes are arranged on the wave eliminating plates. The floater is matched with the sinker, so that the floating plate can stably float on the water surface and is high in stability; adopt kickboard top and bottom to set up the wave breaker simultaneously, can be simultaneously to the water surface and the water surface wave that disappears, through a plurality of sides wave breaker setting, can strengthen the broken wave to the unrestrained many characteristics of water gauge, special side mark wave breaker design, through first broken wave hole and the broken wave hole multi-angle setting of second, can carry out the broken wave to the water wave of each angle and handle.
Description
Technical Field
The utility model relates to a be applied to wetland protection's breakwater.
Background
Breakwaters (moles) defend against wave intrusion, forming a hydraulic structure required to shelter a water area. The breakwater can play a role in preventing harbor basin silting and waves from eroding the shore line. It is an important component of a manually sheltered coastal port. The allowable wave height in the harbor is generally regulated to be between 0.5 and 1.0 meter, and is determined according to the requirements of different parts of a water area, different types of ships and tonnage.
The structure of the breakwater can be generally divided into: heavy type and light type. Heavy breakwater: is a traditional and common breakwater type, and comprises a slope dike, a straight wall dike, a hybrid dike and the like. Light breakwater: the wave energy is developed in recent decades, and various light breakwaters such as a permeable dike, a floating dike, an air jet dike, a water jet dike and the like are researched according to the characteristic that the wave energy is concentrated on the surface layer and the special requirement of the engineering.
At present, the wetland protection on the river and lake sides is more and more concerned by people, the breakwater is built on the periphery of the wetland, the erosion of waves to the wetland can be effectively reduced, generally, under the condition, the floating dike is mostly adopted for construction, but because the existing floating dike is simple in structure, the floating air bags are mostly added for a net structure to form, and the breakwater effect of the floating dike is often poor.
SUMMERY OF THE UTILITY MODEL
To the problem, the utility model provides a be applied to breakwater of wetland protection.
The specific technical scheme is as follows:
the breakwater applied to wetland protection is characterized by comprising a plurality of floating plates, wherein the floating plates are provided with floats, sinkers and wave-absorbing plates, the floating plates are of horizontally arranged plate structures, and seven floats are arranged on two sides of each floating plate; the floaters are uniformly distributed on two sides of the floating plate;
the bottom of the periphery of the floating plate is at least provided with two first connecting rings, and the first connecting rings are connected with the sinker through a rope; two sides of each floating plate are provided with at least one second connecting ring, and every two adjacent floating plates are mutually connected through the second connecting rings and a rope to form a breakwater body;
the wave-absorbing plates are at least two and are respectively and symmetrically arranged at the top and the bottom of the floating plate, the wave-absorbing plates are vertically arranged, at least two rows of wave-absorbing holes are arranged on the wave-absorbing plates, and the number of each row of wave-absorbing holes is at least two; the wave elimination hole is of a through hole structure; the wave-eliminating holes are uniformly distributed on the wave-eliminating plate.
Furthermore, side wave absorption blocks are further arranged on the floating plate and are uniformly distributed on two sides of the top of the floating plate in a straight line shape; one side of the floating plate is at least provided with two side wave absorption blocks; the side wave-absorbing block is of an integrated structure and comprises a front plate, a rear plate and a top plate, wherein the front plate and the rear plate are of an L-shaped structure, the front plate and the rear plate are oppositely arranged, the height of the front plate is lower than that of the rear plate, and at least two first wave-absorbing holes are formed in the front plate and the rear plate; one end of the top plate is connected with the front plate, the other end of the top plate is connected with the rear plate, and the top plate is obliquely arranged; at least two second wave crushing holes are formed in the top plate.
Furthermore, the bottom of the front plate and the bottom of the rear plate are fixedly connected with the top of the floating plate.
Further, the first wave breaking hole is a through hole with a long strip-shaped structure; the number of the first wave breaking holes is two on the front plate, and the first wave breaking holes are uniformly distributed on the front plate from top to bottom; the number of the first wave breaking holes on the rear plate is four, and the first wave breaking holes are uniformly distributed on the rear plate from top to bottom; the second wave breaking holes are square through holes, the number of the second wave breaking holes is six, and the second wave breaking holes are distributed in a 2 x 3 matrix.
Furthermore, a square channel is arranged on the floating plate, is of a square through hole structure and is arranged on two sides of the floating plate; at least two wave dissipation strips are arranged in the square channel.
Furthermore, the wave dissipation strips are of cylindrical structures, the wave dissipation strips and the floating plate are of integrated structures, and at least two wave dissipation strips are arranged inside the square channel and are distributed side by side and uniformly.
Further, a third connecting ring is arranged on the sinker, and the third connecting ring is connected with the first connecting ring through a rope.
Furthermore, the number of the second connecting rings on one side of the floating plate is three, and the second connecting rings are uniformly distributed on one side of the floating plate.
The utility model has the advantages that:
the floater is matched with the sinker, so that the floating plate can stably float on the water surface and is high in stability; adopt kickboard top and bottom to set up the structure of wave elimination board simultaneously, can be simultaneously to the water surface and the water subsurface wave that disappears, and through the setting of a plurality of side wave elimination piece, can be to the unrestrained many characteristics of water gauge, pointed reinforcing broken wave, and special side mark wave elimination piece design, through first broken wave hole and the broken wave hole multi-angle setting of second, can carry out the broken wave to the unrestrained water of each angle and handle. The floating plate is additionally provided with wave eliminating strips, and the wave eliminating effect is achieved for the water meter.
Drawings
Fig. 1 is a schematic view of the present invention.
FIG. 2 is a schematic view of the connection between the floating plate and the wave-absorbing plate.
FIG. 3 is a schematic view of a float plate.
FIG. 4 is a schematic diagram of a side-clipping block.
FIG. 5 is a back view of the side wave-absorbing block.
Detailed Description
For making the technical scheme of the utility model clear more clearly and definitely, it is right to combine the drawing below the utility model discloses further describe, any is right the utility model discloses technical scheme's technical characteristic carries out the scheme that equivalent replacement and conventional reasoning reachs and all falls into the utility model discloses protection scope. The connection modes of the fixing arrangement and the fixing connection mentioned in the embodiment are all common knowledge known to those skilled in the art, such as welding, screw connection, bolt connection, and the like, and are not described herein again.
The floating plate in this embodiment is preferably made of a material that is sealed less than a water seal, such as PVC.
A breakwater applied to wetland protection comprises a plurality of floating plates 1, wherein floats 2, sinkers 3 and wave-absorbing plates 4 are arranged on the floating plates 1, the floating plates 1 are of horizontally arranged plate structures, and seven floats 2 are arranged on two sides of each floating plate 1; the floaters 2 are uniformly distributed on two sides of the floating plate 1;
four first connecting rings 5 are arranged at the bottom of the periphery of the floating plate 1, the first connecting rings 5 are uniformly distributed at four corners of the bottom of the floating plate, and the first connecting rings 5 are connected with the sinkers 3 through ropes; two sides of the floating plate 1 are provided with three second connecting rings 6, and the number of the second connecting rings 6 on one side of the floating plate 1 is three, and the second connecting rings 6 are uniformly distributed on one side of the floating plate 1; two adjacent floating plates 1 are connected with each other through the second connecting ring 6 and a rope to form a breakwater body;
the number of the wave-absorbing plates 4 is at least two, the wave-absorbing plates 4 are respectively and symmetrically arranged at the central positions of the top and the bottom of the floating plate 1, the wave-absorbing plates 4 are vertically arranged, 4 rows of wave-absorbing holes 41 are arranged on the wave-absorbing plates 4, and the number of each row of wave-absorbing holes 41 is 13; the wave elimination hole 41 is of a through hole structure; the wave-absorbing holes 41 are uniformly distributed on the wave-absorbing plate 4.
Further, side wave absorption blocks 8 are further arranged on the floating plate 1, and the side wave absorption blocks 8 are uniformly distributed on two sides of the top of the floating plate 1 in a straight line shape; one side of the floating plate 1 is provided with eight side wave absorption blocks 8; the side wave absorbing block 8 is of an integrated structure and comprises a front plate 81, a rear plate 82 and a top plate 83, wherein the front plate 81 and the rear plate 82 are both of an L-shaped structure, the front plate 81 and the rear plate 82 are oppositely arranged, the front plate 81 is lower than the rear plate 82 in height, and first wave crushing holes 84 are formed in the front plate 81 and the rear plate 82; one end of the top plate 83 is connected with the front plate 81, the other end of the top plate is connected with the rear plate 82, and the top plate is obliquely arranged; the top plate 83 is provided with a second wave breaking hole 85.
Further, the bottoms of the front plate 81 and the rear plate 82 are fixedly connected with the top of the floating plate 1.
Further, the first wave breaking holes 84 are through holes with long strip-shaped structures; the number of the first wave breaking holes 84 on the front plate 81 is 2, and the first wave breaking holes are uniformly distributed on the front plate 81 from top to bottom; the number of the first wave breaking holes 84 on the rear plate 82 is 4, and the first wave breaking holes are uniformly distributed on the rear plate 82 from top to bottom; the second wave breaking holes 85 are square through holes, 6 in number are arranged on the top plate 83, and the second wave breaking holes are distributed in a 2 x 3 matrix.
Furthermore, a square channel 9 is arranged on the floating plate 1, and the square channel 9 is of a square through hole structure and is arranged on two sides of the floating plate 1; 19 wave dissipation strips 10 are arranged inside the square channel 9.
Furthermore, the wave dissipation strips 10 are cylindrical structures, the wave dissipation strips 10 and the floating plate 1 are of an integrated structure, and 19 wave dissipation strips 10 are uniformly distributed in the square channel 9 side by side.
Further, a third connecting ring 7 is arranged on the sinker 3, and the third connecting ring 7 is connected with the first connecting ring 5 through a rope.
Description of the reference numerals
A floating plate 1.
A float 2.
And (3) a sinker.
A wave-absorbing plate 4.
A wave-canceling hole 41.
A first connecting ring 5.
A second connecting ring 6.
A third connecting ring 7.
And a side wave-absorbing block 8.
A front plate 81.
A back plate 82.
A top plate 83.
And a second breakwater hole 85.
A square channel 9.
Wave dissipating strips 10.
Claims (8)
1. The breakwater applied to wetland protection is characterized by comprising a plurality of floating plates (1), wherein the floating plates (1) are provided with floats (2), sinkers (3) and wave-absorbing plates (4), the floating plates (1) are of horizontally arranged plate structures, and two sides of each floating plate (1) are provided with at least two floats (2); the floaters (2) are uniformly distributed on two sides of the floating plate (1);
the bottom of the periphery of the floating plate (1) is at least provided with two first connecting rings (5), and the first connecting rings (5) are connected with the sinker (3) through ropes; at least one second connecting ring (6) is arranged on two sides of each floating plate (1), and every two adjacent floating plates (1) are connected with each other through the connecting rings (6) and matched with ropes to form a breakwater body;
the number of the wave-absorbing plates (4) is at least two, the wave-absorbing plates are respectively and symmetrically arranged at the top and the bottom of the floating plate (1), the wave-absorbing plates (4) are vertically arranged, at least two rows of wave-absorbing holes (41) are arranged on the wave-absorbing plates (4), and the number of each row of wave-absorbing holes (41) is at least two; the wave elimination hole (41) is of a through hole structure; the wave-absorbing holes (41) are uniformly distributed on the wave-absorbing plate (4).
2. The breakwater applied to wetland protection as claimed in claim 1, wherein the floating plate (1) is further provided with side wave absorption blocks (8), and the side wave absorption blocks (8) are uniformly distributed on two sides of the top of the floating plate (1) in a straight line shape; at least two side wave absorbing blocks (8) are arranged on one side of the floating plate (1); the side wave absorbing block (8) is of an integrated structure and comprises a front plate (81), a rear plate (82) and a top plate (83), wherein the front plate (81) and the rear plate (82) are of L-shaped structures, the front plate (81) and the rear plate (82) are arranged oppositely, the front plate (81) is lower than the rear plate (82), and at least two first wave crushing holes (84) are formed in the front plate (81) and the rear plate (82); one end of the top plate (83) is connected with the front plate (81), the other end of the top plate is connected with the rear plate (82), and the top plate is obliquely arranged; at least two second wave crushing holes (85) are arranged on the top plate (83).
3. The breakwater for wet land protection according to claim 2, wherein the front plate (81) and the rear plate (82) are fixedly connected at the bottom thereof to the top of the floating plate (1).
4. The breakwater for wet protection according to claim 2 or 3, wherein the first breakwater holes (84) are through holes having a long bar-shaped structure; the number of the first wave breaking holes (84) is 2 on the front plate (81), and the first wave breaking holes are uniformly distributed on the front plate (81) from top to bottom; the number of the first wave breaking holes (84) on the rear plate (82) is 4, and the first wave breaking holes are uniformly distributed on the rear plate (82) from top to bottom; the second wave breaking holes (85) are square through holes, 6 wave breaking holes are formed in the top plate (83), and the second wave breaking holes are distributed in a 2-to-3 matrix.
5. The breakwater for wet land protection according to any one of claims 1 to 3, wherein the floating plate (1) is provided with a square passage (9), and the square passage (9) has a square through hole structure and is arranged on both sides of the floating plate (1); at least two wave-dissipating strips (10) are arranged in the square channel (9).
6. The breakwater applied to wetland protection as claimed in claim 5, wherein the wave dissipation strips (10) are cylindrical structures, the wave dissipation strips (10) and the floating plate (1) are of an integral structure, and at least two wave dissipation strips (10) are uniformly distributed in the square channel (9) side by side.
7. A breakwater for wet protection according to any one of claims 1 to 3, wherein the sinker (3) is provided with a third connection ring (7), and the third connection ring (7) is connected to the first connection ring (5) by a rope.
8. A breakwater for wet protection according to any one of claims 1 to 3, wherein the number of the connection rings (6) of the floating plate (1) is three, and the connection rings (6) are uniformly distributed on the floating plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921191042.2U CN210482186U (en) | 2019-07-26 | 2019-07-26 | Be applied to breakwater of wetland protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921191042.2U CN210482186U (en) | 2019-07-26 | 2019-07-26 | Be applied to breakwater of wetland protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210482186U true CN210482186U (en) | 2020-05-08 |
Family
ID=70533497
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921191042.2U Expired - Fee Related CN210482186U (en) | 2019-07-26 | 2019-07-26 | Be applied to breakwater of wetland protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210482186U (en) |
-
2019
- 2019-07-26 CN CN201921191042.2U patent/CN210482186U/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: 20200508 Termination date: 20210726 |
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| CF01 | Termination of patent right due to non-payment of annual fee |