CN208701607U - A kind of permeable breakwater on piled foundation - Google Patents
A kind of permeable breakwater on piled foundation Download PDFInfo
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- CN208701607U CN208701607U CN201821348445.9U CN201821348445U CN208701607U CN 208701607 U CN208701607 U CN 208701607U CN 201821348445 U CN201821348445 U CN 201821348445U CN 208701607 U CN208701607 U CN 208701607U
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- swash plate
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- breakwater
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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
The utility model discloses a kind of permeable breakwater on piled foundation, including several underwater pile foundations of fixation, and loading plate is fixedly connected at the top of pile foundation, the bottom end two sides of the loading plate are fixedly connected to swash plate group, and the side of loading plate is provided with several perforative tilting navigation channels, the side of the swash plate group is provided with mouth door corresponding with tilting navigation channel, the swash plate group includes several first swash plates and the second swash plate disposed in parallel, and first swash plate and the second swash plate be arranged alternately, the side of first swash plate and the second swash plate is respectively arranged with several first head pieces and several second head pieces, and first head piece and second mouth be interspersed, the device can be under the premise of raising breakwater anti-wave effect, more effectively protection swash plate, swash plate is avoided to damage, simultaneously, it can increase Strong breakwater and will not influence the normal pass of ship in the anti-wave effect of Kou Menchu.
Description
Technical field
The utility model relates to breakwater field, specially a kind of permeable breakwater on piled foundation.
Background technique
Breakwater is defence wave invasion, forms hydraulic structure required for a masking waters.Positioned at harbour water area
Periphery, and the invasion of anti-quicksand and ice slush relies and guarantees with the enough depth of water and the stable water surface to meet ship at the port in
The requirement of navigation is berthed, carries out handling operation and entered and left in port.It also uses or installs as harbour on the inside of some breakwater and is certain
Anchor system, device, for vessel berthing.By its horizontal layout shape, divide jetty and offshore breakwater；By form of fracture, divide ramp type, straight
Wall and three kinds of hybrid-type.
Breakwater is the impact force for blocking wave, goes along with sb. to guard him basin, maintains the water surface steadily to protect harbour from bad weather shadow
It rings, so that safety of ship berths and building in operation and the water built.Breakwater, which may also function as, prevents Sedimentation and wave
The effect of erosion water front.It is the important component of the coastal port manually screened.The waters of breakwater shielding often has one
Or several mouthfuls of doors are passed in and out for ship.
Permeable breakwater on piled foundation is one kind of breakwater, and permeable breakwater on piled foundation is that breakwater is top wave resistance knot
On structure is installed in stake, column supports, the breakwater that lower part can be permeable is constituted.The spy of seawater surface is concentrated on according to Wave energy
Point can use this light-duty transmission dike.Due to having concentrated 90% or more wave energy, wave resistance knot in the surface layer depth of water of 3 times of wave height
Structure, which protrudes at underwater 2~2.5 times of wave height, can play wave resistance shielding effect.The supports such as stake, column are hollow structure, lower part wave energy
It can still pass through.
Existing permeable breakwater on piled foundation generally includes fixed underwater several pile foundations, and is provided at the top of pile foundation
Loading plate, the side of loading plate, which is provided with, protrudes into underwater swash plate, while several mouths being arranged on loading plate and swash plate
Door.
But existing permeable breakwater on piled foundation has the following deficiencies:
(1) swash plate of breakwater wants front to meet the impact of wave, therefore is easy to damage, and existing device can not
Swash plate is effectively protected, is unfavorable for the stable anti-wave of breakwater；
(2) it since the mouth door current for ship to be usually arranged on breakwater, is imitated in the anti-wave of Kou Menchu breakwater
Fruit is very poor.
Summary of the invention
In order to overcome the shortcomings of prior art, the utility model provides a kind of permeable breakwater on piled foundation, the device
Swash plate can be more effectively protected, swash plate is avoided to damage under the premise of raising breakwater anti-wave effect, meanwhile, it is capable to
Enhance breakwater in the anti-wave effect of Kou Menchu, and will not influence the normal pass of ship, can effectively solve that background technique mentions
Out the problem of.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of permeable breakwater on piled foundation, including several underwater pile foundations of fixation, and be fixedly connected at the top of pile foundation
There is loading plate, the bottom end two sides of the loading plate are fixedly connected to swash plate group, and the side of loading plate is provided with several
Perforative tilting navigation channel, the side of the swash plate group are provided with mouth door corresponding with tilting navigation channel；
The swash plate group includes several first swash plates and the second swash plate disposed in parallel, and the first swash plate
It is arranged alternately with the second swash plate, the side of first swash plate and the second swash plate is respectively arranged with several the first head pieces
With several the second head pieces, and the first head piece and second mouth are interspersed.
Further, the two sides of the mouth door are fixedly connected to tilting guiding wave blocking plate, and tilting guiding wave blocking plate
Inclination angle is identical as the inclination angle of tilting navigation channel.
Further, the bottom end of the tilting guiding wave blocking plate is respectively connected with several and fixes underwater pillar.
Further, it is fixedly connected by several connecting rods between first swash plate and the second swash plate.
Further, trapezoidal rack is provided with right above the tilting navigation channel, and the bottom end two sides of trapezoidal rack are equal
It is fixedly connected with loading plate.
Further, the top surface two sides of the loading plate are provided with wave wall.
Compared with prior art, the utility model has the beneficial effects that
(1) the utility model can be improved the anti-wave effect of breakwater, while can more effectively protect swash plate, avoid
Swash plate damage is conducive to the anti-wave stability and service life that improve breakwater；
(2) the utility model can enhance breakwater in the anti-of Kou Menchu under the premise of not influencing ship normal pass
Wave effect avoids wave at mouth door larger.
Detailed description of the invention
Fig. 1 is the global sections structural schematic diagram of the utility model；
Fig. 2 is the overlooking structure diagram of the utility model；
Fig. 3 is the swash plate group cross section structure schematic diagram of the utility model；
Fig. 4 is the side structure schematic view of the utility model.
Figure label:
1- pile foundation；2- loading plate；3- swash plate group；The tilting navigation channel of 4-；5- mouthfuls of doors；The tilting guiding wave blocking plate of 6-；7- pillar；
The trapezoidal rack of 8-；9- wave wall；
The first swash plate of 301-；The second swash plate of 302-；The first head piece of 303-；The second head piece of 304-；305- connecting rod.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figures 1 to 4, the utility model provides a kind of permeable breakwater on piled foundation, including fixation is underwater
Several pile foundations 1, and the top of pile foundation 1 is fixedly connected with loading plate 2, pile foundation 1 is used to support loading plate 2, and pile foundation 1 is transmission
Formula structure, since the wave energy of water flow is largely gathered in water surface surface layer, anti-wave structure is mainly disposed in top half water
Domain, and subjacent waters is since wave energy is less, it is smaller to the impact force of pile foundation 1, therefore do not need to be set as entity structure, only need energy
Enough firm support bearing plates 2 and anti-wave structure.
The top surface two sides of loading plate 2 are provided with wave wall 9, and loading plate 2 and wave wall 9 are by materials such as armored concrete
It is made, is used not only for gear wave, additionally it is possible to play for tourist, and berth for ship.
The bottom end two sides of loading plate 2 are fixedly connected to swash plate group 3, and the side of loading plate 2 is provided with several and passes through
The tilting navigation channel 4 worn, the side of swash plate group 3 are provided with mouth door 5 corresponding with tilting navigation channel 4, mouth door 5 and tilting navigation channel 4
For current for ship, the tilt angle of tilting navigation channel 4 is between 30 ° -60 °.
Swash plate group 3 includes several first swash plates 301 disposed in parallel and the second swash plate 302, and first is anti-
Wave plate 301 and the second swash plate 302 are arranged alternately, if the side of the first swash plate 301 and the second swash plate 302 is respectively arranged with
Dry the first head piece 303 and several second head pieces 304, and the first head piece 303 and the second head piece 304 are interspersed.
The bottom end of swash plate group 3 is protruded under the water surface, is specifically protruded into mostly deeply, can be adjusted by the waters of anti-wave, when
When water flow is flowed perpendicular to loading plate 2, swash plate group 3 can be directly impacted, swash plate is usually one piece whole in existing breakwater
Plate, although anti-wave can be effectively performed, the damage to swash plate is very big, and if this programme by setting swash plate to
The first swash plate 301 and the second swash plate 302 of dried layer, and be arranged on the first swash plate 301 and the second swash plate 302 and interlock
The first head piece 303 and the second head piece 304 so that water flow can gradually be cut down wave energy when impacting swash plate group 3, without
It is moment energy dissipating, therefore, damage of the water flow to swash plate group 3 can be reduced, so that breakwater while guaranteeing anti-wave effect
Anti- wave it is more stable, and the service life is longer.
The two sides of mouthful door 5 are fixedly connected to tilting guiding wave blocking plate 6, and the tilting inclination angle for being oriented to wave blocking plate 6 with it is tilting
The inclination angle of navigation channel 4 is identical, by the way that tilting guiding wave blocking plate 6 is arranged, can carry out energy dissipating to the water flow for flowing to mouth door 5, avoid mouth
Anti- wave is undesirable at door 5, meanwhile, in order to which ship is better by breakwater, ship collision when passing through breakwater is avoided, it will be oblique
It sets navigation channel 4 and is set as inclined, ship can be made when moving along tilting guiding wave blocking plate 6, it can be directly through breakwater.
The bottom end of tilting guiding wave blocking plate 6 is respectively connected with several and fixes underwater pillar 7, pillar 7 be used to support and
Fixed tilting guiding wave blocking plate 6 connects by the way that several connecting rods 305 are fixed between first swash plate 301 and the second swash plate 302
It connects, by the way that connecting rod 305 is arranged, the first swash plate 301 and the second swash plate 302 can be made more stable, avoid the first swash plate 301
It is damaged under water impact with the second swash plate 302.
The surface of tilting navigation channel 4 is provided with trapezoidal rack 8, and the bottom end two sides of trapezoidal rack 8 are solid with loading plate 2
Fixed connection, it is current in order to avoid influencing ship since the height of the water surface can change according to season, weather, and avoid by
Tilting navigation channel 4 can be designed as through loading plate 2 by excessively high, the waste of resource of design of breakwater, meanwhile, in order to facilitate tourist
It plays, trapezoidal rack 8 can be set on tilting navigation channel 4, enable tourist smoothly current on loading plate 2.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
Claims (6)
1. a kind of permeable breakwater on piled foundation, including several underwater pile foundations (1) of fixation, and the top of pile foundation (1) is fixed
It is connected with loading plate (2), it is characterised in that: the bottom end two sides of the loading plate (2) are fixedly connected to swash plate group (3), and
The side of loading plate (2) is provided with several perforative tilting navigation channels (4), the side of the swash plate group (3) be provided with
The corresponding mouth door (5) of tilting navigation channel (4)；
The swash plate group (3) include several first swash plates (301) disposed in parallel and the second swash plate (302), and
First swash plate (301) and the second swash plate (302) are arranged alternately, first swash plate (301) and the second swash plate (302)
Side be respectively arranged with several first head pieces (303) and several second head pieces (304), and the first head piece (303) and
Two head pieces (304) are interspersed.
2. a kind of permeable breakwater on piled foundation according to claim 1, it is characterised in that: the two sides of the mouth door (5) are equal
It is fixedly connected with tilting guiding wave blocking plate (6), and the inclination angle of tilting guiding wave blocking plate (6) is identical as the inclination angle of tilting navigation channel (4).
3. a kind of permeable breakwater on piled foundation according to claim 2, it is characterised in that: the tilting guiding wave blocking plate
(6) bottom end is respectively connected with several and fixes underwater pillar (7).
4. a kind of permeable breakwater on piled foundation according to claim 1, it is characterised in that: first swash plate (301)
And second be fixedly connected between swash plate (302) by several connecting rods (305).
5. a kind of permeable breakwater on piled foundation according to claim 1, it is characterised in that: the tilting navigation channel (4) is just
Top is provided with trapezoidal rack (8), and the bottom end two sides of trapezoidal rack (8) are fixedly connected with loading plate (2).
6. a kind of permeable breakwater on piled foundation according to claim 1, it is characterised in that: the top surface of the loading plate (2)
Two sides are provided with wave wall (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821348445.9U CN208701607U (en) | 2018-08-21 | 2018-08-21 | A kind of permeable breakwater on piled foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821348445.9U CN208701607U (en) | 2018-08-21 | 2018-08-21 | A kind of permeable breakwater on piled foundation |
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| Publication Number | Publication Date |
|---|---|
| CN208701607U true CN208701607U (en) | 2019-04-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821348445.9U Active CN208701607U (en) | 2018-08-21 | 2018-08-21 | A kind of permeable breakwater on piled foundation |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924354B (en) * | 2019-11-26 | 2021-07-20 | 河海大学 | Harbor water exchange channel structure with wave blocking function |
| CN113668454A (en) * | 2021-09-02 | 2021-11-19 | 鲁东大学 | Multifunctional floating breakwater |
| CN113699930A (en) * | 2021-09-02 | 2021-11-26 | 鲁东大学 | Fixed type permeable breakwater serving as wave power generation device |
| CN115354619A (en) * | 2022-08-26 | 2022-11-18 | 中国路桥工程有限责任公司 | Harbor breakwater |
-
2018
- 2018-08-21 CN CN201821348445.9U patent/CN208701607U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924354B (en) * | 2019-11-26 | 2021-07-20 | 河海大学 | Harbor water exchange channel structure with wave blocking function |
| CN113668454A (en) * | 2021-09-02 | 2021-11-19 | 鲁东大学 | Multifunctional floating breakwater |
| CN113699930A (en) * | 2021-09-02 | 2021-11-26 | 鲁东大学 | Fixed type permeable breakwater serving as wave power generation device |
| WO2023029843A1 (en) * | 2021-09-02 | 2023-03-09 | 鲁东大学 | Fixed-type permeable breakwater serving as wave energy power generation apparatus |
| CN115354619A (en) * | 2022-08-26 | 2022-11-18 | 中国路桥工程有限责任公司 | Harbor breakwater |
| CN115354619B (en) * | 2022-08-26 | 2023-12-22 | 中国路桥工程有限责任公司 | harbor breakwater |
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