CN220433530U - Novel sea surface wave blocking dike - Google Patents
Novel sea surface wave blocking dike Download PDFInfo
- Publication number
- CN220433530U CN220433530U CN202321936758.7U CN202321936758U CN220433530U CN 220433530 U CN220433530 U CN 220433530U CN 202321936758 U CN202321936758 U CN 202321936758U CN 220433530 U CN220433530 U CN 220433530U
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- Prior art keywords
- buoyancy
- pipe
- wave
- sea surface
- bolt
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- 230000000903 blocking effect Effects 0.000 title abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 33
- 230000000149 penetrating effect Effects 0.000 claims description 5
- 230000002708 enhancing effect Effects 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- 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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- Revetment (AREA)
Abstract
The utility model belongs to the technical field of hydraulic engineering, and discloses a novel sea surface wave blocking dike, which comprises a wave breaking pipe, wherein a buoyancy pipe group is arranged at the lower side of the wave breaking pipe, a multilayer permeable pipe group is arranged at the lower side of the buoyancy pipe group, the wave breaking pipe, the buoyancy pipe group and the multilayer permeable pipe group are arranged on a plurality of support plates through a plurality of anchor clamps, and the plurality of support plates are arranged in parallel and at intervals; the novel sea surface wave blocking dike is ingenious in conception, reasonable in structure, stable in overall structure, capable of floating on the sea surface through the buoyancy tube, capable of enhancing the stability of the sea surface through the permeable tube, and capable of enabling the wave breaking tube to break up impact force from sea waves when the sea waves pass through the wave blocking dike, and convenient to use.
Description
Technical Field
The utility model belongs to the technical field of hydraulic engineering, and particularly relates to a novel sea surface wave blocking dike.
Background
The generation of large swells, in general, the wind blowing on the ocean surface is the main form of wave generation, and after the wave generation, the wave is spread in all directions in a circumferential form. Because the surge is generated in the ocean, the ocean has the appearance of a shape which is more regular and is closer to a sine wave, the arrangement is more regular, the crest lines are longer, the wave surfaces are smoother, and larger impact is formed on floating ports, ships, ocean engineering construction and the like of the coastline, so that a breakwater is necessary to be built outside a protected field to eliminate the surge.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a novel sea surface wave blocking dike, which has the advantages of simple integral structure, firmness, durability, convenient use, convenient manufacture and production, reduced production cost and use cost, improved wave blocking efficiency and improved use effect.
In order to solve the technical problems, the utility model provides the following technical scheme:
the utility model provides a novel keep off unrestrained dyke, includes the unrestrained pipe of breaking, and the downside of unrestrained pipe is equipped with the buoyancy nest of tubes, and the downside of buoyancy nest of tubes is equipped with the multilayer nest of tubes that permeates water, and unrestrained pipe, buoyancy nest of tubes and multilayer nest of tubes that permeates water are installed in a plurality of backup pads through a plurality of staple bolts, and a plurality of backup pads are parallel and the interval is laid.
The following is a further optimization of the above technical solution according to the present utility model:
the upper end of the supporting plate is provided with a wave breaking groove, the inner surface of the wave breaking groove is matched with the outer surface of the wave breaking pipe, and the wave breaking pipe is arranged in the corresponding wave breaking groove.
Further optimizing: the middle both sides of backup pad are equipped with buoyancy groove, and the internal surface in buoyancy groove matches with the surface phase-match of buoyancy pipe, and buoyancy pipe wears to establish on buoyancy groove and backup pad and be perpendicular relation.
Further optimizing: buoyancy holes are formed in the middle positions of the two buoyancy grooves in the supporting plate, the inner surfaces of the buoyancy holes are matched with the outer surfaces of the buoyancy tubes, and the buoyancy tubes penetrate through the buoyancy holes and are in vertical relation with the supporting plate.
Further optimizing: the lower extreme both sides of backup pad are equipped with the water permeation groove, and the internal surface in water permeation groove matches with the surface phase-match of water permeation pipe, and the water permeation pipe is installed in corresponding water permeation groove.
Further optimizing: the utility model discloses a support plate, including the backup pad, the backup pad both ends are located the position department that corresponding broken unrestrained groove, buoyancy hole and water permeation groove all are equipped with the staple bolt, and the opening of each staple bolt all faces the central point department of backup pad in the backup pad.
Further optimizing: the anchor ear is fixedly arranged on the corresponding supporting plate through the corresponding bolt fastening pieces, and the wave breaking pipe, the buoyancy pipe and the permeable pipe are respectively penetrated in the corresponding anchor ear, so that the wave breaking pipe, the buoyancy pipe and the permeable pipe are fixedly arranged on the supporting plate.
Further optimizing: the integral structure of staple bolt includes the staple bolt main part, has seted up in the staple bolt main part and has tightened up the mouth, is equipped with respectively in the staple bolt main part and tightens up the both sides of mouth and tighten up the end, and the position that lies in tightening up the end in the staple bolt main part is respectively integrative connected with the connecting block, has coaxially seted up first bolt perforation on the connecting block respectively.
Further optimizing: a connecting plate is connected to one of the generators at the position, close to the connecting block, of the hoop main body, and a plurality of second bolt through holes are formed in the connecting plate.
Further optimizing: and mounting holes are formed in the mounting positions, corresponding to the second bolt through holes, of the anchor ear in the support plate, and bolt fasteners are arranged in the second bolt through holes and the mounting holes in a penetrating mode.
By adopting the technical scheme, the utility model has ingenious conception, reasonable structure and stable overall structure, floats on the sea surface through the buoyancy tube, strengthens the stability on the sea surface by utilizing the permeable tube, and when the sea wave passes through the wave blocking dyke, the wave breaking tube breaks down the impact force from the sea wave, thereby being convenient to use.
The wave blocking dike has the advantages of simple integral structure, convenient manufacture and production, convenient use when in wave blocking work, improved wave blocking efficiency, reduced production cost and use cost and improved use effect.
The utility model will be further described with reference to the drawings and examples.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present utility model;
FIG. 2 is a side view of the overall structure of an embodiment of the present utility model;
fig. 3 is a front view of a support plate in an embodiment of the present utility model;
fig. 4 is a front view of a hoop in an embodiment of the present utility model.
In the figure: 1-a supporting plate; 101-mounting holes; 2-a wave breaking pipe; 201-a wave breaking groove; 3-buoyancy tube; 301-buoyancy tanks; 302-buoyancy holes; 4-a water permeable pipe; 401-a water-permeable tank; 5-hoops; 501-a hoop main body; 502-tightening the end head; 503-connecting blocks; 504—first bolt penetration; 505-connection plates; 506-second bolt perforation; 6-through holes.
Detailed Description
As shown in fig. 1-4, the novel sea surface wave blocking dike comprises a wave breaking pipe 2, wherein a buoyancy pipe group is arranged on the lower side of the wave breaking pipe 2, a multilayer permeable pipe group is arranged on the lower side of the buoyancy pipe group, the wave breaking pipe 2, the buoyancy pipe group and the multilayer permeable pipe group are arranged on a plurality of support plates 1 through a plurality of anchor clamps 5, and the support plates 1 are arranged in parallel and at intervals.
In this embodiment, the number of the buoyancy tubes 3 in the buoyancy tube group is three, and the buoyancy tubes 3 are arranged in parallel and at intervals.
In this embodiment, the number of the multiple groups of water permeable tube groups is two, the number of the water permeable tubes 4 in each group of water permeable tube groups is two, and the water permeable tubes 4 in each group of water permeable tube groups are arranged in parallel and at intervals.
In this embodiment, the number of the support plates 1 is three, and the plurality of support plates 1 are arranged in parallel and at intervals.
In this embodiment, the cross section of the support plate 1 is a regular pentagon.
The upper end of the supporting plate 1 is provided with a wave breaking groove 201, the inner surface of the wave breaking groove 201 is matched with the outer surface of the wave breaking pipe 2, and the wave breaking pipe 2 is arranged in the corresponding wave breaking groove 201.
Buoyancy grooves 301 are formed in the two sides of the middle of the supporting plate 1, the inner surfaces of the buoyancy grooves 301 are matched with the outer surfaces of the buoyancy tubes 3, and the buoyancy tubes 3 penetrate through the buoyancy grooves 301 and are in vertical relation with the supporting plate 1.
The buoyancy holes 302 are arranged in the middle positions of the buoyancy grooves 301 on the two sides of the middle of the supporting plate 1, the inner surfaces of the buoyancy holes 302 are matched with the outer surfaces of the buoyancy tubes 3, and the buoyancy tubes 3 are arranged on the buoyancy holes 302 in a penetrating mode and are in perpendicular relation to the supporting plate 1.
The lower extreme both sides of backup pad 1 are equipped with water permeation groove 401, and the internal surface in water permeation groove 401 matches with the surface phase-match of water permeation tube 4, and water permeation tube 4 installs in corresponding water permeation groove 401.
The support plate 1 both ends are located the position department of corresponding unrestrained groove 201, buoyancy groove 301, buoyancy hole 302 and permeable tank 401 all are equipped with staple bolt 5, and the opening of each staple bolt 5 all is located towards the central point of support plate 1 in the support plate 1, makes the installation area maximize, and the convenient to fix convenient to use.
The hoops 5 positioned at the positions of the wave breaking grooves 201, the buoyancy grooves 301, the buoyancy holes 302 and the water permeable grooves 401 at the two ends of the plurality of support plates 1 are symmetrically distributed along the plane of symmetry of the corresponding support plates 1.
The anchor ear 5 is fixedly arranged on the corresponding supporting plate 1 through corresponding bolt fasteners, and the wave breaking pipe 2, the buoyancy tube 3 and the permeable tube 4 are respectively penetrated in the corresponding anchor ear 5, so that the wave breaking pipe 2, the buoyancy tube 3 and the permeable tube 4 are fixedly arranged on the supporting plate 1.
The whole structure of staple bolt 5 includes staple bolt main part 501, has seted up on the staple bolt main part 501 and has tightened up the mouth, and the both sides that lie in tightening up the mouth on the staple bolt main part 501 are equipped with respectively and tighten up end 402, and the punishment in the position that lies in tightening up end 402 on the staple bolt main part 501 do not integrative be connected with connecting block 503, have coaxially seted up first bolt perforation 504 on the connecting block 503 respectively.
The hoop body 501 is integrally connected with a connecting plate 505 at a position close to the connecting block 503, and a plurality of second bolt through holes 506 are formed in the connecting plate 505.
Mounting holes 101 are formed in the mounting positions, corresponding to the second bolt through holes 506, of the anchor ear 5 on the support plate 1, and bolt fasteners penetrate through the second bolt through holes 506 and the mounting holes 101.
When tightening end 502 of hoop 5 tightens up and fixes broken wave pipe 2, buoyancy tube 3 and permeable pipe 4 on backup pad 1 through the bolt fastener, second bolt perforation 506 matches with the position phase-match of mounting hole 101, realizes through the bolt fastener that hoop 5 fixed mounting is on backup pad 1 this moment.
The installed wave breaking pipe 2, the buoyancy pipe 3 and the water permeable pipe 4 are in vertical relation with the corresponding supporting plate 1, and the wave breaking pipe 2, the buoyancy pipe 3 and the water permeable pipe 4 are in parallel relation.
The two ends of the wave breaking pipe 2 and the buoyancy pipe 3 are of closed structures, the wave breaking pipe 2 and the buoyancy pipe 3 are of hollow structures, the two ends of the water permeable pipe 4 are of open structures, the wave breaking pipe 2 can bear the impact resistance of sea waves, the height of sea waves is reduced, the buoyancy pipe 3 floats on the sea to support the wave breaking pipe 2, the water permeable pipe 4 is immersed in sea water, the impact of sea waves is prevented, and the water blocking dam is convenient to use.
The supporting plate 1 is also provided with a plurality of through holes 6, and impact damage to the supporting plate 1 caused by sea waves can be reduced through the through holes 6 when the sea waves attack from the side of the wave blocking dyke, so that the use is convenient.
When the waves impact from the front surface of the wave blocking dyke, the supporting plate 1 can also be used for guiding the action of the waves, so that the structural damage of the wave blocking dyke caused by the huge impact force of the waves is prevented, and the durability is reduced.
When the wave blocking dam is used, the wave blocking dam is placed on the sea surface, the buoyancy tube 3 supports the wave blocking dam to float on the sea surface, the permeable tube 4 enters the sea to stabilize the wave blocking dam, when the sea wave passes over the wave blocking dam, the existence of the wave blocking dam influences the movement of water particles, the wave is overturned and broken, so that energy loss is caused, the wave height is reduced, the frequency caused by the sea wave is reduced, and the wave blocking dam is convenient to use.
Alterations, modifications, substitutions and variations of the embodiments herein will be apparent to those of ordinary skill in the art in light of the teachings of the present utility model without departing from the spirit and principles of the utility model.
Claims (10)
1. The utility model provides a novel sea keeps off unrestrained dyke which characterized in that: the buoyancy tube bank is arranged on the lower side of the wave breaking tube (2), the multilayer permeable tube bank is arranged on the lower side of the buoyancy tube bank, the wave breaking tube (2), the buoyancy tube bank and the multilayer permeable tube bank are arranged on a plurality of supporting plates (1) through a plurality of anchor clamps (5), and the supporting plates (1) are arranged in parallel and at intervals.
2. The novel sea surface wave dam of claim 1, wherein: the upper end of the supporting plate (1) is provided with a wave breaking groove (201), the inner surface of the wave breaking groove (201) is matched with the outer surface of the wave breaking pipe (2), and the wave breaking pipe (2) is arranged in the corresponding wave breaking groove (201).
3. A novel sea surface wave dam according to claim 2, wherein: the buoyancy tube is characterized in that buoyancy grooves (301) are formed in two sides of the middle of the supporting plate (1), the inner surfaces of the buoyancy grooves (301) are matched with the outer surfaces of the buoyancy tubes (3), and the buoyancy tubes (3) are arranged on the buoyancy grooves (301) in a penetrating mode and are in perpendicular relation with the supporting plate (1).
4. A novel sea surface wave dam according to claim 3, wherein: buoyancy holes (302) are formed in the middle positions of the two buoyancy grooves (301) on the support plate (1), the inner surfaces of the buoyancy holes (302) are matched with the outer surfaces of the buoyancy tubes (3), and the buoyancy tubes (3) are arranged in the buoyancy holes (302) in a penetrating mode and are in perpendicular relation with the support plate (1).
5. The novel sea surface wave dam of claim 4, wherein: the water permeable grooves (401) are formed in two sides of the lower end of the supporting plate (1), the inner surfaces of the water permeable grooves (401) are matched with the outer surfaces of the water permeable pipes (4), and the water permeable pipes (4) are arranged in the corresponding water permeable grooves (401).
6. The novel sea surface wave dam of claim 5, wherein: the utility model discloses a support plate, including support plate (1), buoyancy groove (301), buoyancy hole (302) and water permeable groove (401), wherein both ends are located the position department of corresponding unrestrained groove (201), buoyancy groove (301), buoyancy hole (302) and water permeable groove (401) all are equipped with staple bolt (5), and the opening of each staple bolt (5) on support plate (1) all is towards the central point department of support plate (1).
7. The novel sea surface wave dam of claim 6, wherein: the anchor ear (5) is fixedly arranged on the corresponding supporting plate (1) through corresponding bolt fasteners, and the wave breaking pipe (2), the buoyancy pipe (3) and the permeable pipe (4) are respectively penetrated in the corresponding anchor ear (5), so that the wave breaking pipe (2), the buoyancy pipe (3) and the permeable pipe (4) are fixedly arranged on the supporting plate (1).
8. The novel sea surface wave dam of claim 7, wherein: the integral structure of staple bolt (5) includes staple bolt main part (501), has seted up on staple bolt main part (501) and has tightened up mouthful, and the both sides that lie in tightening up mouthful on staple bolt main part (501) are equipped with respectively and tighten up end (402), and the punishment body that lies in tightening up end (402) on staple bolt main part (501) is connected with connecting block (503), has coaxially seted up first bolt perforation (504) on connecting block (503) respectively.
9. The novel sea surface wave dam of claim 8, wherein: a connecting plate (505) is connected to a body at the position, close to the connecting block (503), of the hoop main body (501), and a plurality of second bolt through holes (506) are formed in the connecting plate (505).
10. The novel sea surface wave dam of claim 9, wherein: mounting holes (101) are formed in the mounting positions, corresponding to the second bolt through holes (506) in the anchor ear (5), of the support plate (1), and bolt fasteners are arranged in the second bolt through holes (506) and the mounting holes (101) in a penetrating mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321936758.7U CN220433530U (en) | 2023-07-22 | 2023-07-22 | Novel sea surface wave blocking dike |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321936758.7U CN220433530U (en) | 2023-07-22 | 2023-07-22 | Novel sea surface wave blocking dike |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220433530U true CN220433530U (en) | 2024-02-02 |
Family
ID=89686489
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321936758.7U Active CN220433530U (en) | 2023-07-22 | 2023-07-22 | Novel sea surface wave blocking dike |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220433530U (en) |
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2023
- 2023-07-22 CN CN202321936758.7U patent/CN220433530U/en active Active
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| GR01 | Patent grant | ||
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