CN107938595A - The device of wave reflection between a kind of reduction multiple tracks floating breakwater - Google Patents
The device of wave reflection between a kind of reduction multiple tracks floating breakwater Download PDFInfo
- Publication number
- CN107938595A CN107938595A CN201711351697.7A CN201711351697A CN107938595A CN 107938595 A CN107938595 A CN 107938595A CN 201711351697 A CN201711351697 A CN 201711351697A CN 107938595 A CN107938595 A CN 107938595A
- Authority
- CN
- China
- Prior art keywords
- floating
- floating breakwater
- multiple tracks
- 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
- 239000000463 material Substances 0.000 claims abstract description 30
- 238000010521 absorption reaction Methods 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 239000004568 cement Substances 0.000 claims description 4
- 229920000728 polyester Polymers 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 229920000742 Cotton Polymers 0.000 claims description 3
- 239000004677 Nylon Substances 0.000 claims description 3
- 238000013016 damping Methods 0.000 claims description 3
- 229920001778 nylon Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 230000006378 damage Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Classifications
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- 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
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
-
- 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
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of device of wave reflection between reduction multiple tracks floating breakwater, including some floating breakwaters, wave absorption structure, mooring system, some floating breakwaters include at least two floating breakwaters, there is certain interval between described two floating breakwaters, the wave absorption structure includes frame and flexible material, and the wave absorption structure is arranged in the both ends of floating breakwater.The advantage of the invention is that：The present invention is a kind of to reduce the device of wave reflection between multiple tracks floating breakwater, can reduce the reflected intensity of ripple, be effectively protected floating breakwater, it is wide to also increase the dike of floating breakwater, adds wave dissipation effect.
Description
Technical field
The present invention relates to floating breakwater technical field, the device of wave reflection between a kind of reduction multiple tracks floating breakwater.
Background technology
When multiple tracks floating breakwater combines wave absorption, the reflection of ripple can be produced between floating breakwater, ripple can produce folded with ripple
Add.This not only reduces the wave absorption performance of floating breakwater, and superposition ripple flops floating breakwater, this easilys lead to floating
The infringement of breakwater structure, accelerates the fatigue fracture of floating breakwater.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of superposition that can effectively resist back wave, reduce materials'use
And project cost, while the dress of wave reflection between the reduction multiple tracks floating breakwater of the wave absorption performance of floating breakwater can be increased again
Put.
In order to solve the above technical problems, the technical scheme is that：Ripple is anti-between one kind reduces multiple tracks floating breakwater
The device penetrated, its innovative point are：Including some floating breakwaters, wave absorption structure, mooring system, some floating breakwaters
Including at least two floating breakwaters, there is certain interval between described two floating breakwaters, the wave absorption structure includes frame
Frame and flexible material, the wave absorption structure are arranged in the both ends of floating breakwater.
Further, the mooring system includes mooring cable and pouring weight, and the pouring weight ties up to the bottom of mooring cable, the system
The top of pool chain is connected with floating breakwater, and the mooring cable is evenly distributed in floating breakwater both ends.
Further, the material of the mooring cable is one or more of materials in steel wire rope, polyester cable or steel wire rope anchor chain
The combination of matter, the pouring weight shape are sphere or cylinder, and material is mixed mud, cement block or stone.
Further, the wave absorption structure is welded or is riveted on floating breakwater.
Further, the frame is to be mutually perpendicular to staggeredly be welded by a certain number of pipes, and the flexible material is equal
It is even to arrange that the material of the frame is stainless steel, timber or plastics steel, and the material of the flexible material is common in the frame
One kind in fishing net, nylon rope, damping silk, cotton thread.
Further, the floating breakwater is floating box type floating breakwater, float-type floating breakwater, floating raft type form
Floating breakwater one kind.
The advantage of the invention is that：
（1）The device of wave reflection between a kind of reduction multiple tracks floating breakwater of the present invention, can reduce the reflected intensity of ripple, effectively
Protect floating breakwater, it is wide to also increase the dike of floating breakwater, adds wave dissipation effect.
（2）Mooring system includes mooring cable and pouring weight, and pouring weight ties up to the bottom of mooring cable, and top and the floating of mooring cable are prevented
Ripple dike connects, and mooring cable is evenly distributed in floating breakwater both ends, and when floating breakwater works in severe sea condition, constraint is floating
The movement of formula breakwater, and restoring force is provided.
（3）The material of mooring cable is the combination of one or more of materials in steel wire rope, polyester cable or steel wire rope anchor chain, heavy
Block-shaped is sphere or cylinder, and material is mixed mud, cement block or stone, and pouring weight is sunk to sea by artificial or own wt
Bed, having reached makes anchor chain not drag of anchor, and fixed force is provided for mooring cable.
（4）Wave absorption structure and floating breakwater link together, and are moved together in wave, have reached breaker, have absorbed ripple
The effect of energy；Wave absorption structure can be welded or is riveted on floating breakwater, when the anti-raw damage of wave absorption structure or destruction completely,
Very easily replace wave absorption structure.
Brief description of the drawings
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
Fig. 1 is the front view of the present invention；
Fig. 2 is the left view of the present invention；
Fig. 3 is top view of the present invention；
Fig. 4 is the frame graphics in Fig. 1,2,3；
Fig. 5 is the flexible material graphics in Fig. 1,2,3.
Embodiment
The following examples can make professional and technical personnel that the present invention be more fully understood, but therefore not send out this
It is bright to be limited among the embodiment described scope.
As shown in Figures 1 to 5, a kind of device for reducing wave reflection between multiple tracks floating breakwater, including some floating prevent
Ripple dike, wave absorption structure, mooring system, some floating breakwaters include at least two floating breakwaters 1, two floating breakwaters 1
Between have certain interval, wave absorption structure includes frame 3 and flexible material 2, and wave absorption structure is arranged in the two of floating breakwater 1
End, is moved together in wave, has been reached breaker, has been absorbed the effect of wave energy；Wave absorption structure welds or is riveted on floating breakwater 1
On, when the anti-raw damage of wave absorption structure or destruction completely, very easily replace wave absorption structure.Floating breakwater 1 floats for floating box type
Formula breakwater, float-type floating breakwater, floating raft type form floating breakwater one kind.
Mooring system includes mooring cable 4 and pouring weight 5, and pouring weight 5 ties up to the bottom of mooring cable 4, the top of mooring cable 4 and floating
Breakwater 1 connects, and mooring cable 4 is evenly distributed in floating breakwater both ends, when floating breakwater 1 works in severe sea condition,
The movement of floating breakwater 1 is constrained, and restoring force is provided.
The material of mooring cable 4 be steel wire rope, polyester cable or steel wire rope anchor chain in one or more of materials combination, pouring weight
5 shapes are sphere or cylinder, and material is mixed mud, cement block or stone, and pouring weight is sunk to sea bed by artificial or own wt,
Having reached makes anchor chain not drag of anchor, and fixed force is provided for mooring cable 4.
Frame 3 is to be mutually perpendicular to staggeredly be welded by a certain number of pipes, and flexible material 2 is uniformly being arranged in frame 3
In, the material of frame 3 is stainless steel, timber or plastics steel, the material of flexible material 2 is common fishing net, nylon rope, damping silk,
One kind in cotton thread.
The basic principle and main feature and advantages of the present invention of the present invention has been shown and described above.The skill of the industry
Art personnel it should be appreciated that the present invention is not limited to the above embodiments, the above embodiments and description only describe
The principle of the present invention, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these
Changes and improvements all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and
Its equivalent thereof.
Claims (6)
- A kind of 1. device of wave reflection between reduction multiple tracks floating breakwater, it is characterised in that：Including some floating breakwaters, disappear Wave structure, mooring system, some floating breakwaters include at least two floating breakwaters, described two floating breakwaters it Between have certain interval, the wave absorption structure includes frame and flexible material, and the wave absorption structure is arranged in floating breakwater Both ends.
- 2. the device of wave reflection between a kind of reduction multiple tracks floating breakwater according to claim 1, it is characterised in that：Institute Stating mooring system includes mooring cable and pouring weight, and the pouring weight ties up to the bottom of mooring cable, and top and the floating of the mooring cable are prevented Ripple dike connects, and the mooring cable is evenly distributed in floating breakwater both ends.
- 3. the device of wave reflection between a kind of reduction multiple tracks floating breakwater according to claim 2, it is characterised in that：Institute The material for stating mooring cable is the combination of one or more of materials in steel wire rope, polyester cable or steel wire rope anchor chain, the pouring weight shape Shape is sphere or cylinder, and material is mixed mud, cement block or stone.
- 4. the device of wave reflection between a kind of reduction multiple tracks floating breakwater according to claim 3, it is characterised in that：Institute State wave absorption structure welding or be riveted on floating breakwater.
- 5. the device of wave reflection between a kind of reduction multiple tracks floating breakwater according to claim 4, it is characterised in that：Institute It is to be mutually perpendicular to staggeredly be welded by a certain number of pipes to state frame, and the flexible material is uniformly being arranged in the frame, institute The material for stating frame is stainless steel, timber or plastics steel, the material of the flexible material is common fishing net, nylon rope, damping silk, One kind in cotton thread.
- 6. the device of wave reflection between a kind of reduction multiple tracks floating breakwater according to claim 5, it is characterised in that：Institute State floating breakwater for floating box type floating breakwater, float-type floating breakwater, floating raft type form floating breakwater one kind.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711351697.7A CN107938595A (en) | 2017-12-15 | 2017-12-15 | The device of wave reflection between a kind of reduction multiple tracks floating breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711351697.7A CN107938595A (en) | 2017-12-15 | 2017-12-15 | The device of wave reflection between a kind of reduction multiple tracks floating breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107938595A true CN107938595A (en) | 2018-04-20 |
Family
ID=61944429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711351697.7A Pending CN107938595A (en) | 2017-12-15 | 2017-12-15 | The device of wave reflection between a kind of reduction multiple tracks floating breakwater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107938595A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03129005A (en) * | 1989-04-18 | 1991-06-03 | Kyodo Kumiai Mitsui Zosen Kiyouriyokukai | Lattice type floating wave suppressing bank incorporating wave power generation |
| CN203530922U (en) * | 2013-11-04 | 2014-04-09 | 兰州交通大学 | Flexible pervious wave-proof energy dissipation structure |
| CN103806408A (en) * | 2012-11-08 | 2014-05-21 | 长沙理工大学 | Porous floating breakwater suitable for long wave |
| CN204780766U (en) * | 2015-07-02 | 2015-11-18 | 交通运输部天津水运工程科学研究所 | Breakwater is floated to flotation tank formula that has reflection and dissipation wave absorption function concurrently |
| CN206233179U (en) * | 2016-12-05 | 2017-06-09 | 山东大学 | A kind of wave absorption buoyancy tank and bank slope erosion control safeguard structure |
-
2017
- 2017-12-15 CN CN201711351697.7A patent/CN107938595A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03129005A (en) * | 1989-04-18 | 1991-06-03 | Kyodo Kumiai Mitsui Zosen Kiyouriyokukai | Lattice type floating wave suppressing bank incorporating wave power generation |
| CN103806408A (en) * | 2012-11-08 | 2014-05-21 | 长沙理工大学 | Porous floating breakwater suitable for long wave |
| CN203530922U (en) * | 2013-11-04 | 2014-04-09 | 兰州交通大学 | Flexible pervious wave-proof energy dissipation structure |
| CN204780766U (en) * | 2015-07-02 | 2015-11-18 | 交通运输部天津水运工程科学研究所 | Breakwater is floated to flotation tank formula that has reflection and dissipation wave absorption function concurrently |
| CN206233179U (en) * | 2016-12-05 | 2017-06-09 | 山东大学 | A kind of wave absorption buoyancy tank and bank slope erosion control safeguard structure |
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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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180420 |
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| RJ01 | Rejection of invention patent application after publication |