CN220394395U - Novel floating type wave blocking dike - Google Patents
Novel floating type wave blocking dike Download PDFInfo
- Publication number
- CN220394395U CN220394395U CN202321936768.0U CN202321936768U CN220394395U CN 220394395 U CN220394395 U CN 220394395U CN 202321936768 U CN202321936768 U CN 202321936768U CN 220394395 U CN220394395 U CN 220394395U
- Authority
- CN
- China
- Prior art keywords
- buoyancy
- pipe
- wave
- wave breaking
- supporting plate
- 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.)
- Active
Links
- 230000000903 blocking effect Effects 0.000 title claims abstract description 29
- 238000009434 installation Methods 0.000 claims abstract description 44
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 38
- 230000008676 import Effects 0.000 claims description 6
- 239000012466 permeate Substances 0.000 claims description 4
- 230000002708 enhancing effect Effects 0.000 abstract 1
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 230000006378 damage Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000000977 initiatory effect Effects 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
- 230000009467 reduction 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
Landscapes
- Revetment (AREA)
Abstract
The utility model belongs to the technical field of hydraulic engineering, and discloses a novel floating type wave blocking dike, which comprises a plurality of parallel supporting plates which are distributed at intervals, wherein a plurality of buoyancy tube installation positions which are distributed horizontally are formed in the supporting plates, buoyancy tubes are installed in the buoyancy tube installation positions, a plurality of permeable tube installation positions are arranged on the lower sides of the buoyancy tube installation positions in the supporting plates, permeable tubes are installed in the permeable tube installation positions, a plurality of wave breaking tube installation positions are arranged on the upper sides of the buoyancy tube installation positions in the supporting plates, wave breaking tubes are installed in the wave breaking tube installation positions, and a plurality of buoyancy tubes, a plurality of permeable tubes and a plurality of wave breaking tubes are installed on the corresponding supporting plates through a plurality of anchor clamps; the novel floating type wave blocking dike is ingenious in conception, reasonable in structure, strong in stability of the whole structure, capable of enhancing the stability on the sea surface through the water penetrating pipe, capable of floating on the sea surface through the buoyancy pipe, capable of enabling the wave breaking pipe to break the impact force of the wave when the wave passes through, capable of enabling the wave to be small, and convenient to use, and accordingly capable of reducing the influence of the wave.
Description
Technical Field
The utility model belongs to the technical field of hydraulic engineering, and particularly relates to a novel floating type wave blocking dike.
Background
The wave blocking dyke is a dyke for isolating land from sea and is used for preventing erosion of sea waves and other injuries, the wave blocking dyke has the function of bearing the sea waves, and the impact force of the sea waves on the seawall is reduced through the wave blocking structure.
However, the existing wave blocking dike structure is generally a wave wall made of concrete, and the wave wall resists the impact force of sea waves through the gravity of the wave wall, so that the effect of passively counteracting the impact of the sea waves is not ideal, and therefore, a novel floating wave blocking dike is needed to solve the problems.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a novel floating type 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 float formula keeps off unrestrained dyke, including a plurality of backup pads that parallel and interval were laid, set up a plurality of buoyancy tubes installation position of laying along the level in the backup pad, install the buoyancy tube in the buoyancy tube installation position, be located buoyancy tube installation position downside in the backup pad and be equipped with a plurality of pipe installation positions that permeate water, install the water pipe in the pipe installation position that permeate water, be located buoyancy tube installation position upside in the backup pad and be equipped with a plurality of unrestrained pipe installation positions, install the unrestrained pipe of breaking in the unrestrained pipe installation position, a plurality of buoyancy tubes, a plurality of water pipes and a plurality of unrestrained pipe of breaking are installed in corresponding backup pad through a plurality of staple bolts.
The following is a further optimization of the above technical solution according to the present utility model:
the buoyancy tube installation position comprises two buoyancy grooves which are respectively arranged on two side surfaces of the supporting plate, a plurality of buoyancy holes are arranged between the two buoyancy grooves in the supporting plate, the inner surfaces of the buoyancy grooves and the buoyancy holes are matched with the outer surface of the buoyancy tube, and the buoyancy tube is installed in the corresponding buoyancy grooves and buoyancy holes.
Further optimizing: the water permeable pipe installation position comprises two water permeable grooves which are respectively arranged on two side surfaces of the supporting plate and positioned below the buoyancy grooves, the inner surfaces of the water permeable grooves are matched with the outer surfaces of the water permeable pipes, and the water permeable pipes are installed in the corresponding water permeable grooves.
Further optimizing: the installation position of the wave breaking pipe comprises two groups of wave breaking groove groups, wherein one group of wave breaking groove groups comprises two wave breaking grooves which are respectively arranged on two side surfaces of the supporting plate and are positioned at the upper position of the buoyancy groove, the other group of wave breaking groove groups comprises one wave breaking groove, the wave breaking groove is arranged at the upper position of the supporting plate, 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 installed in the corresponding wave breaking groove.
Further optimizing: the two sides of the supporting plate are respectively provided with a hoop at the positions of the corresponding permeable pipe, the buoyancy pipe and the wave breaking pipe, and the two corresponding hoops are symmetrically arranged at the two sides of the supporting plate.
Further optimizing: the anchor ear is fixedly arranged on the corresponding supporting plate through the corresponding bolt fastening pieces respectively, and the water permeable pipe, the buoyancy pipe and the wave breaking pipe are respectively penetrated in the corresponding anchor ear, so that the water permeable pipe, the buoyancy pipe and the wave breaking pipe are fixedly arranged on the supporting plate.
Further optimizing: the integral structure of staple bolt includes the staple bolt main part, has offered in the staple bolt main part and has received the import, is located the both sides of receiving the import in the staple bolt main part and is equipped with respectively and tightens up the end, and the position that is located the end in the staple bolt main part is located and is divided integrative connecting block that is connected with, has coaxially offered first bolt perforation on the connecting block respectively.
Further optimizing: the anchor ear is characterized in that a connecting plate is integrally connected to the position, close to the connecting block, of the anchor ear body, a plurality of second bolt through holes are formed in the connecting plate, mounting holes are formed in the mounting positions, corresponding to the second bolt through holes, of the anchor ear in the supporting plate, and bolt fasteners penetrate through the second bolt through holes and the mounting holes.
Further optimizing: the two ends of the buoyancy tube and the wave breaking tube are of closed structures, the buoyancy tube and the wave breaking tube are of hollow structures, and the two ends of the water permeable tube are of open structures.
Further optimizing: and a plurality of through holes are also formed in the supporting plate.
By adopting the technical scheme, the wave blocking dike has ingenious conception, reasonable structure and strong stability of the whole structure, the stability of the wave blocking dike on the sea surface is enhanced through the permeable pipe, the buoyancy pipe floats on the sea surface, and when waves pass through, the wave breaking pipe breaks down the impact force of the waves, so that the waves are reduced, the influence of the waves is reduced, and the wave blocking dike is convenient to use.
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 water permeable pipe; 201-a water-permeable tank; 3-buoyancy tube; 301-buoyancy tanks; 302-buoyancy holes; 4-a wave breaking pipe; 401-a wave breaking groove; 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, a novel floating wave blocking dike comprises a plurality of parallel supporting plates 1 which are distributed at intervals, wherein a plurality of buoyancy tube installation positions which are distributed along the horizontal direction are formed in the supporting plates 1, buoyancy tubes 3 are installed in the buoyancy tube installation positions, a plurality of permeable tube installation positions are arranged on the lower sides of the buoyancy tube installation positions in the supporting plates 1, permeable tubes 2 are installed in the permeable tube installation positions, a plurality of wave breaking tube installation positions are arranged on the upper sides of the buoyancy tube installation positions in the supporting plates 1, wave breaking tubes 4 are installed in the wave breaking tube installation positions, and a plurality of buoyancy tubes 3, a plurality of permeable tubes 2 and a plurality of wave breaking tubes 4 are installed on the corresponding supporting plates 1 through a plurality of anchor bolts 5.
The number of the buoyancy tube installation positions is four, the buoyancy tube installation positions comprise two buoyancy grooves 301, the two buoyancy grooves 301 are respectively formed in two side faces of the support plate 1, a plurality of buoyancy holes 302 are formed in the support plate 1 and between the two buoyancy grooves 301, the inner surfaces of the buoyancy grooves 301 and the buoyancy holes 302 are matched with the outer surfaces of the buoyancy tubes 3, and the buoyancy tubes 3 are installed in the corresponding buoyancy grooves 301 and the buoyancy holes 302.
The number of the water permeable pipe installation positions is two, the water permeable pipe installation positions comprise two water permeable grooves 201, the two water permeable grooves 201 are respectively arranged on two side surfaces of the supporting plate 1 and are positioned below the buoyancy groove 301, the inner surfaces of the water permeable grooves 201 are matched with the outer surfaces of the water permeable pipes 2, and the water permeable pipes 2 are installed in the corresponding water permeable grooves 201.
The number of the plurality of wave breaking pipe installation positions is three, the wave breaking pipe installation positions comprise two groups of wave breaking groove groups, one group of wave breaking groove groups comprises two wave breaking grooves 401, the two wave breaking grooves 401 are respectively formed in two side faces of the supporting plate 1 and are located at the upper position of the buoyancy groove 301, the other group of wave breaking groove groups comprises one wave breaking groove 401, the wave breaking groove 401 is formed in the upper position of the supporting plate 1, the inner surface of the wave breaking groove 401 is matched with the outer surface of the wave breaking pipe 4, and the wave breaking pipe 4 is installed in the corresponding wave breaking groove 401.
The two sides of the supporting plate 1 are respectively provided with a hoop 5 at the positions of the corresponding permeable pipe 2, the buoyancy pipe 3 and the wave breaking pipe 4, and the two corresponding hoops 5 are symmetrically arranged at the two sides of the supporting plate 1.
The anchor ear 5 is fixedly arranged on the corresponding supporting plate 1 through corresponding bolt fasteners, and the permeable pipe 2, the buoyancy pipe 3 and the wave breaking pipe 4 are respectively penetrated in the corresponding anchor ear 5, so that the permeable pipe 2, the buoyancy pipe 3 and the wave breaking pipe 4 are fixedly arranged on the supporting plate 1.
The overall structure of staple bolt 5 includes staple bolt main part 501, has seted up on the staple bolt main part 501 and has received the import, is located the both sides of receiving the import on the staple bolt main part 501 and is equipped with respectively and tightens up end 502, and the punishment that is located the position department that tightens up end 502 on the staple bolt main part 501 do not an organic whole is connected with connecting block 503, has 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 anchor ear 5 tightens up fixed water permeation pipe 2, buoyancy tube 3 and broken unrestrained pipe 4 through the bolt fastener and installs on backup pad 1, second bolt perforation 506 matches with the position of mounting hole 101, realizes through the bolt fastener that anchor ear 5 is fixed mounting on backup pad 1 this moment.
The mounted permeable pipe 2, the buoyancy pipe 3 and the wave breaking pipe 4 are in vertical relation with the corresponding supporting plate 1, and the permeable pipe 2, the buoyancy pipe 3 and the wave breaking pipe 4 are in parallel relation.
The buoyancy tube 3 and the two ends of the wave breaking tube 4 are of closed structures, the buoyancy tube 3 and the wave breaking tube 4 are of hollow structures, the two ends of the water permeable tube 2 are of open structures, the buoyancy tube 3 can float on the sea to support the impact resistance of the wave breaking tube 4 to bear sea waves, the sea wave height is reduced, and the water permeable tube 2 prevents the impact force of the sea waves from pushing down the wave blocking dike, so that the water permeable tube 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.
The supporting plate 1 can also be used for guiding the action of the sea waves when the sea waves are rolled from the front surface of the wave blocking dike, so that the damage of the structure caused by the huge impact force of the sea waves is prevented, and the durability is reduced.
When the wave blocking dike is used, the wave blocking dike is placed on the sea surface, the permeable pipe 2 is immersed in sea water, the buoyancy pipe 3 floats on the sea surface to support the wave breaking pipe 4, after the sea wave passes over the wave blocking dike, the existence of the wave breaking pipe 4 influences the movement of water particles, so that the wave is overturned and broken, thereby causing energy loss, leading to wave height reduction, reducing the wave initiation frequency and being 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 float formula keeps off unrestrained dyke which characterized in that: including a plurality of backup pad (1) that parallel and interval were laid, a plurality of buoyancy tube installation positions of laying along the level have been seted up on backup pad (1), install buoyancy tube (3) in the buoyancy tube installation position, be located buoyancy tube installation position downside on backup pad (1) and be equipped with a plurality of pipe installation positions that permeate water, install in the pipe installation position that permeate water, be located buoyancy tube installation position upside on backup pad (1) and be equipped with a plurality of unrestrained pipe installation positions, install unrestrained pipe (4) in the unrestrained pipe installation position that breaks, install on corresponding backup pad (1) through a plurality of staple bolts (5) a plurality of buoyancy tubes (3), a plurality of water permeation tubes (2) and a plurality of unrestrained pipe (4).
2. The novel floating type wave blocking dike according to claim 1, wherein: the buoyancy tube installation position comprises two buoyancy grooves (301), the two buoyancy grooves (301) are respectively formed in two side faces of the supporting plate (1), a plurality of buoyancy holes (302) are formed in the supporting plate (1) and located between the two buoyancy grooves (301), the inner surfaces of the buoyancy grooves (301) and the buoyancy holes (302) are matched with the outer surfaces of the buoyancy tubes (3), and the buoyancy tubes (3) are installed in the corresponding buoyancy grooves (301) and the buoyancy holes (302).
3. A novel floating breakwater according to claim 2, wherein: the water permeable pipe installation position comprises two water permeable grooves (201), the two water permeable grooves (201) are respectively formed in two side faces of the supporting plate (1) and located below the buoyancy groove (301), the inner surface of the water permeable groove (201) is matched with the outer surface of the water permeable pipe (2), and the water permeable pipe (2) is installed in the corresponding water permeable groove (201).
4. A novel floating breakwater according to claim 3, wherein: the installation position of the wave breaking pipe comprises two groups of wave breaking groove groups, wherein one group of wave breaking groove groups comprises two wave breaking grooves (401), the two wave breaking grooves (401) are respectively formed in two side surfaces of the supporting plate (1) and located at the upper position of the buoyancy groove (301), the other group of wave breaking groove groups comprises one wave breaking groove (401), the wave breaking groove (401) is formed in the upper position of the supporting plate (1), the inner surface of the wave breaking groove (401) is matched with the outer surface of the wave breaking pipe (4), and the wave breaking pipe (4) is installed in the corresponding wave breaking groove (401).
5. The novel floating type wave blocking dike according to claim 4, wherein: the two sides of the supporting plate (1) are positioned at the positions of the corresponding permeable pipe (2), the buoyancy pipe (3) and the wave breaking pipe (4) respectively, and the two corresponding hoops (5) are symmetrically arranged at the two sides of the supporting plate (1).
6. The novel floating type wave blocking dike according to claim 5, wherein: the anchor ear (5) is fixedly arranged on the corresponding supporting plate (1) through corresponding bolt fasteners, and the permeable pipe (2), the buoyancy pipe (3) and the wave breaking pipe (4) are respectively penetrated in the corresponding anchor ear (5), so that the permeable pipe (2), the buoyancy pipe (3) and the wave breaking pipe (4) are fixedly arranged on the supporting plate (1).
7. The novel floating type wave blocking dike according to claim 6, 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 received the import, is located the both sides that receive the import on staple bolt main part (501) and is equipped with respectively and tightens up end (502), and the punishment in position department integrated into one piece that is located on staple bolt main part (501) tightens up end (502) is connected with connecting block (503), has coaxially seted up first bolt perforation (504) on connecting block (503) respectively.
8. The novel floating type wave blocking dike according to claim 7, wherein: the anchor ear is characterized in that a connecting plate (505) is integrally connected to the position, close to the connecting block (503), of the anchor ear main body (501), 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).
9. The novel floating type wave blocking dike according to claim 8, wherein: the two ends of the buoyancy tube (3) and the wave breaking tube (4) are of closed structures, the buoyancy tube (3) and the wave breaking tube (4) are of hollow structures, and the two ends of the permeable tube (2) are of open structures.
10. The novel floating type wave blocking dike according to claim 9, wherein: the supporting plate (1) is also provided with a plurality of through holes (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321936768.0U CN220394395U (en) | 2023-07-22 | 2023-07-22 | Novel floating type wave blocking dike |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321936768.0U CN220394395U (en) | 2023-07-22 | 2023-07-22 | Novel floating type wave blocking dike |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220394395U true CN220394395U (en) | 2024-01-26 |
Family
ID=89601468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321936768.0U Active CN220394395U (en) | 2023-07-22 | 2023-07-22 | Novel floating type wave blocking dike |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220394395U (en) |
-
2023
- 2023-07-22 CN CN202321936768.0U patent/CN220394395U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3952521A (en) | Portable floating wave tripper | |
| CN205012280U (en) | Take pi type pile foundation open breakwater of circular arc board | |
| CN220394395U (en) | Novel floating type wave blocking dike | |
| CN106400734B (en) | Movable temporary breakwater structure | |
| CN210658323U (en) | Assembled fixer for dyke emergency to resist large-tonnage horizontal force | |
| CN220414110U (en) | Novel marine fender unrestrained dyke | |
| CN112081065A (en) | Net cage filling type floating breakwater | |
| CN220433530U (en) | Novel sea surface wave blocking dike | |
| CN214939820U (en) | Dykes and dams for hydraulic engineering | |
| CN210899012U (en) | Be applied to photovoltaic power generation structure of breakwater | |
| CN220394394U (en) | Novel wave blocking dike | |
| CN210031667U (en) | Breakwater | |
| CN210262932U (en) | Novel dam body armor square concrete structure | |
| CN210194534U (en) | Wave eliminating structure | |
| CN102839631B (en) | Pile foundation precast slab assembled breakwater | |
| CN213926101U (en) | River course dyke reinforced structure | |
| CN219099936U (en) | Antiseep bank protection revetment | |
| CN216920396U (en) | Offshore wind power facility cofferdam with buffering wave is strikeed | |
| CN215562328U (en) | Hydraulic engineering is with high-efficient durable flood control carrying | |
| CN218373105U (en) | Town road prevention of seepage project organization | |
| CN217480188U (en) | Reinforced structure for controlling deformation of deep foundation pit | |
| CN216948071U (en) | Floating breakwater unit and system thereof | |
| CN218933001U (en) | Modularized floating breakwater | |
| CN221029894U (en) | Prefabricated breakwater structure suitable for harbour | |
| CN220225393U (en) | Cofferdam structure of strong surge area |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |