CN105696517B - Novel floating breakwater - Google Patents
Novel floating breakwater Download PDFInfo
- Publication number
- CN105696517B CN105696517B CN201610213846.2A CN201610213846A CN105696517B CN 105696517 B CN105696517 B CN 105696517B CN 201610213846 A CN201610213846 A CN 201610213846A CN 105696517 B CN105696517 B CN 105696517B
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- China
- Prior art keywords
- floating
- breakwater
- washboard
- floating body
- 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.)
- Expired - Fee Related
Links
- 238000007667 floating Methods 0.000 title claims abstract description 76
- 241000510097 Megalonaias nervosa Species 0.000 claims abstract description 32
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 241000826860 Trapezium Species 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 13
- 230000006378 damage Effects 0.000 description 8
- 230000010355 oscillation Effects 0.000 description 8
- 239000012141 concentrate Substances 0.000 description 4
- 230000033001 locomotion Effects 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 239000003653 coastal water Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Classifications
-
- 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 present invention relates to a kind of Novel floating breakwater, including floating body, anchor cleat and sinker, in addition to washboard, push plate and subtracts and swing plate；Washboard is detachably arranged above floating body side of heading sea；Push plate is detachably arranged at floating body and carries on the back unrestrained side；Subtract and swing plate and be rigidly connected in below floating body；Sinker is configured at the bottom that anchor cleats, and is laid on sea bed.After Novel floating breakwater installs washboard, push plate additional and subtracts and swing plate, it can disperse to carry out unrestrained impulsive force, comprehensive abatement carrys out unrestrained energy, and breakwater stability improves, enhances wave dissipation effect, improve floating breakwater performance on the whole.
Description
Technical field
The invention belongs to field of ocean engineering, and in particular to a kind of Novel floating breakwater.
Background technology
Breakwater is a kind of common harbour, coastal structures, for defending wave to harbour and operating area
Invasion and attack, maintain waters in zone of protection steady, ensure ship stop, mooring, handling operation, ocean engineering construction operation, ocean
The safety of cultivation, coastal waters sports etc..Traditional fixed breakwater investment is big, construction period length, therefore environmentally friendly, energy-conservation
Floating breakwater is following developing direction.
But floating breakwater stability is poor, is easily moved when stormy waves is big；The following wave of oscillation abatement of the water surface is slow；Wave is not considered
The harm of valley point.
The content of the invention
In order to solve above mentioned problem existing for prior art, the invention provides a kind of Novel floating breakwater.It is applicable
In the big waters of tidal fluctuations, improve floating breakwater performance on the whole.
The technical solution adopted in the present invention is：A kind of Novel floating breakwater, including floating body, anchor cleat and sunk
Block, in addition to washboard, push plate and subtract and swing plate；Washboard is detachably arranged above floating body side of heading sea；Push plate is removable
Unload and be arranged at the unrestrained side of the floating body back of the body；Subtract and swing plate and be rigidly connected in below floating body；Sinker is configured at the bottom that anchor cleats, and is laid in
On sea bed.
The design of traditional floatation type breakwater only works as wave with wave levitating by floating body, and its stress point, which concentrates on, to float
On body.Novel breakwater, which adds washboard, push plate and subtracted on the basis of traditional design, swings plate, plays scattered next unrestrained impact
The effect of power, improve floating breakwater performance on the whole.
The main function of washboard is the impact of the unrestrained valley point of defence.When rather windy, water can be taken up by wind, so as to shape
Into unrestrained peak.This part of strength is more much smaller than the strength of water body top layer wave.But unrestrained peak Partial Height can often be crossed anti-
Ripple dike, so as to being moved on after breakwater, taken out of sometimes by wind far, cause the structure in guard plot, harbour, berth
Hull on it is wet and slippery as raining, influence is caused on people's operation, adds potential safety hazard.
Preferably, washboard includes support and blade, blade horizontal blind window is arranged on support.
Washboard is made up of the blade of venetian blind type, can stop come it is unrestrained, pat the water capacity on blade easily along blade table
Face slides.The angle of its blade can change the direction of wind simultaneously, disperse wind-force.
Preferably, push plate includes trapezium structure body and pushing tow board mount；Trapezium structure body supports by pushing tow board mount,
And it is connected by pushing tow board mount with floating body.
For push plate by float, the effect of push plate is to increase the stability of breakwater, make whole breakwater compared with
Difficult following sea movement.Its main composition is a trapezium structure body, and trapezium structure body bottom is suspended in water.It is trapezoidal than rectangular
The other forms such as shape are more effective.Because the pressure of water increases with the depth of water, this pressure is bigger in the bottom of trapezium structure body,
Add the stability of whole breakwater.
Preferably, subtracting, to swing plate be rigid structure body.
Subtract that to swing the main function of plate be to allow the underwater wave of oscillation caused by wave to cut down down as early as possible, breakwater is recovered as early as possible
It is tranquil.The energy of wave concentrates on water body top layer, subtracts and swings plate and improve wave dissipation effect to the underwater wave of oscillation.
Preferably, washboard, push plate and subtracting that to swing plate be made of aluminium alloy or Steel material.
Preferably, floating body is hollow cuboid, cylinder or ellipsoid.
Preferably, floating body is float-type, including floating drum and deck；Deck is arranged on floating drum.
The quantity of one each part of modular unit：Floating body quantity is at least one, and push plate quantity is at least one, each floating body
Configure some washboards, one subtract and swing plate, four sinkers and four hawsers.
Floating body, washboard, push plate and subtract and swing the basic modular unit that plate constitutes floatation type breakwater, flexibility is high.
According to the actual conditions of protection zone, washboard, push plate are swung plate and can be used together with subtracting, and can also coordinate respectively with floating body
Using or combination of two be used cooperatively with floating body；It can also be required according to actual wave dissipation effect, by multiple basic modular unit phases
Connection uses.
Beneficial effects of the present invention are：Novel floating breakwater stability is high, and the following wave of oscillation abatement of the water surface is fast, eliminates
The harm of unrestrained valley point, breakwater overall performance get a promotion.The more common floating breakwater shock resistance after push plate is installed additional
Performance improves, and breakwater resistance to overturning improves, and overcomes common floating breakwater and easily loses anti-wave energy with wave movement
The defects of, suitable for the larger marine site of stormy waves；Breakwater combination property is added after installing washboard additional, common breakwater seldom considers
The harm of unrestrained valley point, easily divided the seawater for crossing breakwater by unrestrained valley on the scope of operation or boat deck in protected area when wind is big
Drench skidding, operation is impacted, the effect of washboard is exactly embodied in this, not only blocks unrestrained peak, also upsets guard plot
Layer Near The Sea Surface wind field, harm is minimized；Installation, which subtracts, swings plate the underwater wave of oscillation caused by wave can be allowed to cut down down as early as possible, makes to prevent
Ripple dike restores calm as early as possible, improves floating breakwater stability, adds wave dissipation effect.Therefore, Novel breakwater can divide
Dissipate and carry out unrestrained impulsive force, comprehensive abatement carrys out unrestrained energy, improves floating breakwater performance on the whole.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention.
In figure：1st, floating body；2nd, washboard；3rd, push plate；31st, trapezium structure body；32nd, pushing tow board mount；4th, subtract and swing plate；5、
Anchor cleats；6th, sinker.
Embodiment
To make the object, technical solutions and advantages of the present invention clearer, technical scheme will be carried out below
Detailed description.Obviously, described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.Base
Embodiment in the present invention, those of ordinary skill in the art are resulting on the premise of creative work is not made to be owned
Other embodiment, belong to the scope that the present invention is protected.
As shown in figure 1, the invention provides a kind of Novel floating breakwater, including floating body 1, anchor cleat 5 and sinker
6, in addition to washboard 2, push plate 3 and subtract and swing plate 4；Washboard 2 is detachably arranged above floating body 1 side of heading sea；Push plate 3
Detachably being arranged at floating body 1 carries on the back unrestrained side；Subtract and swing plate 4 and be rigidly connected in below floating body；Sinker 6 be configured at anchor cleat 5 bottom
End, is laid on sea bed.
The design of traditional floatation type breakwater only works as wave with wave levitating by floating body 1, and its stress point concentrates on
On floating body 1.Novel breakwater, which adds washboard 2, push plate 3 and subtracted on the basis of traditional design, swings plate 4, plays scattered next
The effect of unrestrained impulsive force, improve floating breakwater performance on the whole.
The main function of washboard 2 is the impact of the unrestrained valley point of defence.When rather windy, water can be taken up by wind, so as to
Form unrestrained peak (white spray part).This part of strength is more much smaller than the strength of water body top layer wave.But unrestrained valley point height
Degree can often cross breakwater, so as to being moved on after breakwater, taken out of far, cause in guard plot by wind sometimes
It is structure, harbour, wet and slippery as raining on roadster body.Potential safety hazard is added, while gives people to cause not accommodating not
Just.
Washboard 2 includes support and blade, and some blade horizontal blind window are arranged on support.Support is in floating body 1
Certain angle is simultaneously rigidly connected thereon.Venetian blind type blade, which can stop, comes unrestrained, the next unrestrained flow field of destruction.The cross section shape of blade
Shape is rectangle, ellipse or streamlined etc..When unrestrained peak spray is patted when on washboard 2, the water on blade is easier to along blade
Surface slides.The angle of its blade can change the direction of wind simultaneously, disperse wind-force.
Push plate 3 includes trapezium structure body 31 and pushing tow board mount 32；Trapezium structure body 31 supports by pushing tow board mount 32,
And it is connected by pushing tow board mount 32 with floating body 1.
Push plate 3 is to lean on float, and the effect of push plate 3 is to increase the stability of breakwater, makes whole breakwater
More difficult following sea movement.Its main composition is a trapezium structure body 31, and the bottom of trapezium structure body 31 is suspended in water.It is trapezoidal
It is more more effective than other forms such as rectangles.Because the pressure of water increases with the depth of water, this pressure is in trapezium structure body 31
Bottom is bigger, adds the stability of whole breakwater.
Subtract that to swing plate 4 be rigid structure body.Subtract that to swing plate can be the water tank that steel and concrete structure body, steel or other materials are made.
Subtract that to swing the main function of plate 4 be to allow the underwater wave of oscillation caused by wave to cut down down as early as possible, make breakwater extensive as early as possible
Multiple calmness.The energy of wave concentrates on water body top layer, subtracts and swings plate 5 and improve wave dissipation effect to wave under waterline.
Subtract and swing plate 4 and floating body 1 and there are two kinds of connected modes, be flexibly connected or be rigidly connected.Flexible connection is connected by cable wire
Connect, being rigidly connected is detachably connected using deep floor, and two methods can reach the purpose for subtracting and swinging.It is whole using being rigidly connected
The stability of individual breakwater is more preferable.
Washboard 2, push plate 3 and subtract that to swing plate 4 be made of aluminium alloy or Steel material.
Floating body 1 is hollow cuboid, cylinder or ellipsoid.
Floating body 1 is float-type, including floating drum and deck；Deck is arranged on floating drum.
Each number of components is in the present embodiment, floating body 1 two, push plate 3 one, washboard 2 seven, subtracts and swings plate 4 two,
Eight sinkers 6 and eight anchors cleat 5.Anchor 5 arrangements that cleat are front and rear interleaved modes, i.e., anchor cleats 5 in top view
For " XX " shape.This arrangement form can increase breakwater stability.
Floating body 1, washboard 2, push plate 3 and subtract and swing the basic modular unit that plate 4 constitutes floatation type breakwater, flexibility
It is high.According to the actual conditions of protection zone, washboard 2, push plate 3 are swung plate 4 and can be used together with subtracting, can also respectively with it is floating
Body 1 is used cooperatively or combination of two is used cooperatively with floating body；It can also be required according to actual wave dissipation effect, by multiple basic modules
Unit series winding uses.
Beneficial effects of the present invention are：Novel floating breakwater stability is high, and the following wave of oscillation abatement of the water surface is fast, eliminates
The harm of unrestrained valley point, breakwater overall performance get a promotion.The more common floating breakwater shock resistance after push plate 3 is installed additional
Performance improves, and breakwater resistance to overturning improves, and overcomes common floating breakwater and easily loses anti-wave energy with wave movement
The defects of, suitable for the larger marine site of stormy waves；Breakwater combination property is added after installing washboard 2 additional, common breakwater is seldom examined
Consider the harm of unrestrained valley point, easily divided the sea for crossing breakwater by unrestrained valley on the scope of operation or boat deck in protected area when wind is big
Water drenches skidding, and operation is impacted, and the effect of washboard 2 is exactly embodied in this, not only blocks unrestrained peak, also upsets protection
Area's Layer Near The Sea Surface wind field, harm is minimized；Installation, which subtracts, swings plate 4 the underwater wave of oscillation caused by wave can be allowed to cut down down as early as possible,
Breakwater is restored calm as early as possible, improve floating breakwater stability, add wave dissipation effect.Therefore, Novel breakwater energy
Enough scattered next unrestrained impulsive forces, comprehensive abatement carry out unrestrained energy, improve floating breakwater performance on the whole.
It should be noted last that the above embodiments are merely illustrative of the technical solutions of the present invention and it is unrestricted, although ginseng
The present invention is described in detail according to preferred embodiment, should be understood that the specific implementation that the foregoing is only the present invention
Mode, the protection domain being not intended to limit the present invention, within the spirit and principles of the invention, that is done any repaiies
Change, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (6)
1. a kind of Novel floating breakwater, including floating body (1), anchor cleat (5) and sinker (6), it is characterised in that：Also include
Washboard (2), push plate (3) and subtract and swing plate (4)；Washboard (2) is detachably arranged above floating body (1) side of heading sea；Pushing tow
Plate (3) is detachably arranged at floating body (1) and carries on the back unrestrained side；Subtract and swing plate (4) and be rigidly connected in below floating body (1)；Sinker (6) is configured at
Anchor cleats the bottom of (5), is laid on sea bed；
Push plate (3) includes trapezium structure body (31) and pushing tow board mount (32)；Trapezium structure body (31) leans on pushing tow board mount
(32) support, and be connected by pushing tow board mount (32) with floating body (1), and trapezium structure body (31) bottom is suspended in water
's.
2. Novel floating breakwater according to claim 1, it is characterised in that：Washboard (2) includes support and blade,
Blade horizontal blind window is arranged on support.
3. Novel floating breakwater according to claim 1, it is characterised in that：Subtract that to swing plate (4) be rigid structure body.
4. Novel floating breakwater according to claim 1, it is characterised in that：Washboard (2), push plate (3) and subtract
Plate (4) is swung to be made of aluminium alloy or Steel material.
5. Novel floating breakwater according to claim 1, it is characterised in that：Floating body (1) is hollow cuboid, circle
Cylinder or ellipsoid.
6. Novel floating breakwater according to claim 1, it is characterised in that：Floating body (1) is float-type, including floating drum
And deck；Deck is arranged on floating drum.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610213846.2A CN105696517B (en) | 2016-04-07 | 2016-04-07 | Novel floating breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610213846.2A CN105696517B (en) | 2016-04-07 | 2016-04-07 | Novel floating breakwater |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105696517A CN105696517A (en) | 2016-06-22 |
| CN105696517B true CN105696517B (en) | 2017-11-24 |
Family
ID=56219482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610213846.2A Expired - Fee Related CN105696517B (en) | 2016-04-07 | 2016-04-07 | Novel floating breakwater |
Country Status (1)
| Country | Link |
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| CN (1) | CN105696517B (en) |
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| CN107476246B (en) * | 2017-09-06 | 2022-12-02 | 中国海洋大学 | Rotatable transformation type breakwater monomer, breakwater formed by same and breakwater method |
| CN109371898A (en) * | 2018-10-31 | 2019-02-22 | 江苏科技大学 | A kind of Mobyneb floating breakwater |
| CN109519321A (en) * | 2019-01-11 | 2019-03-26 | 哈尔滨工程大学 | A kind of floating breakwater as wave energy generating set |
| CN109706884A (en) * | 2019-02-21 | 2019-05-03 | 中国人民解放军陆军军事交通学院镇江校区 | A kind of breakwater |
| CN110284458B (en) * | 2019-06-27 | 2021-05-11 | 河海大学 | Intelligent control floating breakwater with tuning water tank |
| CN110512567A (en) * | 2019-09-27 | 2019-11-29 | 中国海洋大学 | A kind of floating breakwater based on barge |
| CN111305145B (en) * | 2020-03-02 | 2021-06-29 | 中国海洋石油集团有限公司 | Trapezoidal floating breakwater with waste tires |
| CN113152363B (en) * | 2021-03-03 | 2022-05-06 | 赵汝江 | Ultra-large floating breakwater applied to large-surge state |
| CN115162264B (en) * | 2022-08-18 | 2023-03-28 | 西南交通大学 | Self-adaptive movable wing-type floating breakwater |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2299947Y (en) * | 1997-05-20 | 1998-12-09 | 张魁宇 | Floating water turbine |
| CN202280039U (en) * | 2011-09-15 | 2012-06-20 | 华侨大学 | Improved wave-proof device |
| CN103031821A (en) * | 2012-12-12 | 2013-04-10 | 河海大学 | Opened backflow shutter type bulwark |
| CN203755237U (en) * | 2014-04-09 | 2014-08-06 | 王艳春 | Flood control manger board |
| CN203846443U (en) * | 2014-04-25 | 2014-09-24 | 中交第四航务工程勘察设计院有限公司 | Energy-dissipation fence plate used for embankment protection |
| CN205501929U (en) * | 2016-04-07 | 2016-08-24 | 魏晓松 | Novel float floating breakwater |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57184107A (en) * | 1981-05-01 | 1982-11-12 | Ryoichi Nonaka | Floating breakwater dam |
| KR100777236B1 (en) * | 2001-12-22 | 2007-11-19 | 주식회사 포스코 | Floating type breakwater |
-
2016
- 2016-04-07 CN CN201610213846.2A patent/CN105696517B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2299947Y (en) * | 1997-05-20 | 1998-12-09 | 张魁宇 | Floating water turbine |
| CN202280039U (en) * | 2011-09-15 | 2012-06-20 | 华侨大学 | Improved wave-proof device |
| CN103031821A (en) * | 2012-12-12 | 2013-04-10 | 河海大学 | Opened backflow shutter type bulwark |
| CN203755237U (en) * | 2014-04-09 | 2014-08-06 | 王艳春 | Flood control manger board |
| CN203846443U (en) * | 2014-04-25 | 2014-09-24 | 中交第四航务工程勘察设计院有限公司 | Energy-dissipation fence plate used for embankment protection |
| CN205501929U (en) * | 2016-04-07 | 2016-08-24 | 魏晓松 | Novel float floating breakwater |
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| Publication number | Publication date |
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| CN105696517A (en) | 2016-06-22 |
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Address after: 316100 Zhejiang city of Zhoushan province Putuo District city Donggang Street Garden jinguiyuan 2 building 103 room Applicant after: Wei Xiaosong Address before: 261000 No. 2, unit 19, building 346, 302, healthy East Street, Kuiwei District, Shandong, Weifang Applicant before: Wei Xiaosong |
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