CN202369965U - Controllable floating type wave absorbing assembly for floating, semi-submersible and submersible type breakwaters - Google Patents
Controllable floating type wave absorbing assembly for floating, semi-submersible and submersible type breakwaters Download PDFInfo
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- CN202369965U CN202369965U CN2011205759975U CN201120575997U CN202369965U CN 202369965 U CN202369965 U CN 202369965U CN 2011205759975 U CN2011205759975 U CN 2011205759975U CN 201120575997 U CN201120575997 U CN 201120575997U CN 202369965 U CN202369965 U CN 202369965U
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- floating
- wave absorbing
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- reflection element
- submersible
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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
Abstract
The utility model discloses a controllable floating type wave absorbing assembly for floating, semi-submersible and submersible type breakwaters. The controllable floating type wave absorbing assembly comprises wave absorbing elements, and two floating boxes respectively connected to the head ends and the tail ends of the wave absorbing elements, wherein valves are arranged on the surfaces of the floating boxes; when the valves are opened, the arrangement postures and positions of the wave absorbing elements can be changed by filling water or air; each floating box is hollow or is divided into a plurality of spaces by baffles; each wave absorbing element is formed in a way that twelve mutually interlaced and crossed transparent flat plates with through holes are combined; adjacent crossed flat plates have different through hole structures; the wave absorbing elements are periodically distributed in a staggered way; and the flat plates in opposite positions of adjacent wave absorbing elements have different through hole structures. According to the controllable floating type wave absorbing assembly, the arrangement postures and positions of the wave absorbing elements can be flexibly changed to form a floating, semi-submersible or submersible type breakwater, so that the three-dimensional wave absorbing effect can played better and the self-protection is realized.
Description
Technical field
The utility model belongs to the offshore engineering structure field, relates to a kind of controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole.
Background technology
In order to prevent that structures such as harbour, harbour, ship entrance and clearance, culture zone from receiving the influence of big wave, can build breakwater structure on the engineering and make and shelter the waters the enough depth of water and the water surface are stably arranged.Floating, semi-submersible type and latent formula mole are normally by the floating member of metal, steel concrete and plastic or other material manufacturing and the wave trap that mooring system is formed.It has quick construction, be easy to move, do not influence the seawater circulation, expenditure of construction increases advantages such as less with the depth of water.
In recent decades, engineering research and designer have carried out a large amount of research and design to floating, semi-submersible type and latent formula mole, also have the part-structure form to be applied in the actual engineering.Float structure has raft, air bag, empty van or other special forms, and iron moor type commonly used is on sinker.The per pass floating embankment will have enough width, need establish several floating embankment wave resistance effectively sometimes, adds the activity of its structure, often must consider the layout problem.But because the floating embankment structure has more limitation, wave dissipation effect is undesirable, is mainly used in big and the waters that wave is little of the depth of water at present or some needs interim anti-ripple facility part.
Summary of the invention
To the shortcoming of prior art, the purpose of the utility model is to provide the controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole that a kind of wave dissipation effect is good, can change attitude and position flexibly.
For realizing above-mentioned purpose; The technical scheme of the utility model is: a kind of controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole; It comprises beach reflection element and is connected to beach reflection element two buoyancy tanks at two ends end to end; The buoyancy tank surface is provided with valve, during valve open, through pouring water or inflating the placing attitude and the position that can change beach reflection element.
Said buoyancy tank inner hollow or be divided into several spaces through dividing plate, all there is valve in each space, and said valve comprises water irrigating valve, draining valve and inflation outlet valve.
During construction, pour water valve and the inflation drain tap of said buoyancy tank be installed near or be positioned at the buoyancy tank bottom surface, water discharging valve be installed near or be positioned at the buoyancy tank end face.The inflation drain tap should be as far as possible near the symmetrical centre axle.So that try one's best near the water surface during adjustment attitude, thereby improve inflatable drainage efficient.
Said beach reflection element by 12 have through hole, the empty flat board that passes through interlaced and that intersect in twos combines.
Further; Said beach reflection element adjacent panels is vertical stratification; This beach reflection element constitutes three-dimensional quadrants wave absorption space; Adjacent and crossing flat board has different through-hole structures, and when with wherein planes that rotates to another piece plate place of two adjacent and crossing flat boards, wherein the part of the valve on the flat board is partly stopped by another dull and stereotyped non through hole.
Described beach reflection element is the cycle staggering arranged distribution; Has different through-hole structures on the flat board of the relative position of adjacent beach reflection element; When the throughhole portions of one of them element vertical plate, along continuous straight runs will project to the non through hole part of flat board of the relative position of adjacent beach reflection element.
Described wave absorption assembly can be through pouring water and inflate the water yield of regulating in the buoyancy tank, and then change the placing attitude and the position of beach reflection element, forms the different-effect of the anti-ripple of floating, semi-submersible type and latent formula.
Compared with prior art, the utlity model has following beneficial effect:
In the utility model, have the board-like beach reflection element of through hole, can be through the loose structure flow rate of water flow that slows down; Change the flow direction of current on three dimensions; Influence the flow condition of incoming flow, incoming wave, thereby destroy the propagation of wave, ocean current, the effect that reaches wave absorption, disappears and flow; Simultaneously; During this board-like beach reflection element arranged distribution, the flat board of same position has different through hole modes on the adjacent beach reflection element, can guarantee on each dimension, to form the space that can not directly run through; Force current to detour, further play the effect that destroys wave and current propagation through through hole.
The surface of buoyancy tank is provided with water irrigating valve, draining valve and inflation outlet valve; Buoyancy tank is except providing buoyancy; Also can be through pouring water and inflating the water yield of regulating in the buoyancy tank; And then the placing attitude and the position of change beach reflection element, form the different-effect of the anti-ripple of floating, semi-submersible type and latent formula, thereby bring into play its three-dimensional wave dissipation effect and self-protection better.
Specifically, two buoyancy tanks are suspended state under the state of not pouring water, and beach reflection element is between two buoyancy tanks and laterally is suspended in the sea, and be floating breakwater this moment; When a buoyancy tank keeps suspending; In the sinking entry, beach reflection element revolved to turn 90 degrees and is vertical suspension after another buoyancy tank was poured water, and be the semi-submersible type mole this moment; Rotation back since the vertical scale of buoyancy tank and beach reflection element greater than laterally; Making that the fluoran stream surface of floating embankment is long-pending increases greatly, and postrotational beach reflection element still has the three-dimensional wave absorption unrestrained effect that disappears, thereby can resist the more wave of large scale.If meet 12 grades of typhoons or bigger stormy waves; And ship to be protected or article are withdrawn; Can be through pouring water and inflating the levitation position that the water yield of regulating in the buoyancy tank is controlled floating embankment; At this moment floating embankment becomes the formula floating embankment of diving, and in the wave absorption wave resistance, can use up self-protection to greatest extent, the loss of avoiding the extreme bad weather to bring.
Description of drawings
Fig. 1 is the utility model, the state (phantom drawing) of (a) not pouring water; (b) state of pouring water.
Fig. 2 is the enforcement sketch map of the utility model, (a) floating breakwater; (b) semi-submersible type or latent formula mole.
The specific embodiment
Below in conjunction with embodiment and accompanying drawing the utility model is carried out detailed description.
The utility model discloses a kind of controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole; As shown in Figure 1; It comprises beach reflection element 1 and is connected to beach reflection element 1 the buoyancy tank 2a and the 2b at two ends end to end; The buoyancy tank surface is provided with valve 3, during valve open, through pouring water or inflating the placing attitude and the position that can change beach reflection element.
Said buoyancy tank inner hollow or be divided into several spaces through dividing plate 4.With dividing plate buoyancy tank 2b is divided into four isopyknic cavitys in this exemplifying embodiment.During construction, pour water valve and the inflation drain tap of said buoyancy tank be installed near or be positioned at the buoyancy tank bottom surface, water discharging valve be installed near or be positioned at the buoyancy tank end face.The inflation drain tap should be as far as possible near the symmetrical centre axle.So that try one's best near the water surface during adjustment attitude, thereby improve inflatable drainage efficient.During actual the use, the setting of dividing plate whether and quantity and segregation form can be provided with flexibly according to actual needs, valve location also must correspondingly be adjusted.
Said beach reflection element by 12 have through hole, the empty flat board that passes through interlaced and that intersect in twos combines.Adjacent panels is vertical stratification; This beach reflection element constitutes three-dimensional quadrants wave absorption space; Adjacent and crossing flat board has different through-hole structures; When with wherein planes that rotates to another piece plate place of two adjacent and crossing flat boards, wherein the part of the valve on the flat board is partly stopped by another dull and stereotyped non through hole.
Described beach reflection element is the cycle staggering arranged distribution; Has different through-hole structures on the flat board of the relative position of adjacent beach reflection element; When the throughhole portions of one of them element vertical plate, along continuous straight runs will project to the non through hole part of flat board of the relative position of adjacent beach reflection element.
Described wave absorption assembly can be through pouring water and inflate the water yield of regulating in the buoyancy tank, and then change the placing attitude and the position of beach reflection element, forms the different-effect of the anti-ripple of floating, semi-submersible type and latent formula.
Said buoyancy tank and beach reflection element constitute an integral body, and one is pre-formed during making, can constitute large-scale anti-ripple or platform structure.During application can according to conditions such as the direction of the actual marine site depth of water, geology and wave and current, wave height, wavelength confirm the floating embankment agent structure length, width, orientation and with seabed ways of connecting, and then the size of definite three-dimensional multidirectional beach reflection assembly, air permeability rate and quality.
As shown in Figure 2, buoyancy tank 2a and 2b all are suspended state under the state of not pouring water, and beach reflection element is between two buoyancy tanks and laterally is suspended in the sea, and be floating breakwater this moment; If buoyancy tank 2a keeps suspending; In the sinking entry, at this moment wave absorption assembly transformation attitude was vertical suspension after buoyancy tank 2b poured water, and be the semi-submersible type mole this moment; Rotation back since the vertical scale of buoyancy tank and beach reflection element greater than laterally; Making that the fluoran stream surface of floating embankment is long-pending increases greatly, and the beach reflection element that has a through hole has the three-dimensional wave absorption unrestrained effect that disappears, thereby can resist the more wave of large scale; If meet 12 grades of typhoons or bigger stormy waves; And ship to be protected or article are withdrawn, can be through buoyancy tank 2b being poured water with the levitation position of adjustment floating embankment, and at this moment floating embankment becomes the formula floating embankment of diving; In the wave absorption wave resistance, can use up self-protection to greatest extent, the loss of avoiding the extreme bad weather to bring.If want to recover the suspended state of buoyancy tank, can be through the buoyancy tank inflatable drainage be realized.Specifically, if to buoyancy tank 2b inflation, the utility model can become the semi-submersible type mole by latent formula floating embankment; If, then can become floating breakwater by the semi-submersible type mole to buoyancy tank 2a inflation.
In sum, the utility model can change attitude and position flexibly, becomes floating breakwater, semi-submersible type floating embankment and latent formula floating embankment; Not only has better wave dissipation effect; And ability self-protection, be the effective ingredient that constitutes large-scale mole or platform structure, be with a wide range of applications.
Claims (7)
1. controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole; It is characterized in that; Comprise beach reflection element and be connected to beach reflection element two buoyancy tanks at two ends end to end; The buoyancy tank surface is provided with valve, during valve open, through pouring water or inflating the placing attitude and the position that can change beach reflection element.
2. the controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole according to claim 1; It is characterized in that; Said buoyancy tank inner hollow or be divided into several spaces through dividing plate, all there is valve in each space, and said valve comprises water irrigating valve, draining valve and inflation outlet valve.
3. the controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole according to claim 2; It is characterized in that; Pour water valve and the inflation drain tap of buoyancy tank be installed near or be positioned at the buoyancy tank bottom surface, water discharging valve be installed near or be positioned at the buoyancy tank end face.
4. the controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole according to claim 1 is characterized in that, said beach reflection element by 12 have through hole, the empty flat board that passes through interlaced and that intersect in twos combines.
5. the controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole according to claim 4; It is characterized in that; Adjacent panels is vertical stratification, and this beach reflection element constitutes three-dimensional quadrants wave absorption space, and adjacent and crossing flat board has different through-hole structures; When with wherein planes that rotates to another piece plate place of two adjacent and crossing flat boards, wherein the throughhole portions on the flat board is partly stopped by another dull and stereotyped non through hole.
6. according to each described controlled floating wave absorption assembly that is used for floating, semi-submersible type and latent formula mole of claim 1-5; It is characterized in that; Said beach reflection element is a plurality of, and is the cycle staggering arranged distribution, has different through-hole structures on the flat board of the relative position of adjacent beach reflection element; When the throughhole portions of one of them element vertical plate, along continuous straight runs will project to the non through hole part of flat board of the relative position of adjacent beach reflection element.
7. according to the described wave absorption assembly of claim 1-5, it is characterized in that, through pouring water and inflate the water yield of regulating in the buoyancy tank, and then change the placing attitude and the position of beach reflection element.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205759975U CN202369965U (en) | 2011-12-31 | 2011-12-31 | Controllable floating type wave absorbing assembly for floating, semi-submersible and submersible type breakwaters |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205759975U CN202369965U (en) | 2011-12-31 | 2011-12-31 | Controllable floating type wave absorbing assembly for floating, semi-submersible and submersible type breakwaters |
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| CN202369965U true CN202369965U (en) | 2012-08-08 |
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| CN2011205759975U Expired - Lifetime CN202369965U (en) | 2011-12-31 | 2011-12-31 | Controllable floating type wave absorbing assembly for floating, semi-submersible and submersible type breakwaters |
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| CN (1) | CN202369965U (en) |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243696A (en) * | 2013-05-03 | 2013-08-14 | 陈灿斌 | Method for reducing swaying of water-based facilities |
| CN103485309A (en) * | 2013-09-29 | 2014-01-01 | 江苏科技大学 | Floating breakwater in mesh cage structure |
| CN103806408A (en) * | 2012-11-08 | 2014-05-21 | 长沙理工大学 | Porous floating breakwater suitable for long waves |
| CN104309779A (en) * | 2014-10-27 | 2015-01-28 | 江苏海事职业技术学院 | Semi-submersible wave absorbing wall suitable for offshore floating bodies |
| CN104404927A (en) * | 2014-11-21 | 2015-03-11 | 上海交通大学 | Grid-like floating wave dissipation device |
| CN104802948A (en) * | 2015-03-31 | 2015-07-29 | 中集海洋工程研究院有限公司 | Wave force resistant device and coastal structure having same |
| CN105421290A (en) * | 2015-12-11 | 2016-03-23 | 哈尔滨工程大学 | Dual-body floating type wave suppressor additionally provided with horizontal plates |
| CN105696516A (en) * | 2016-02-19 | 2016-06-22 | 中山大学 | Floating breakwater capable of preventing waves and avoiding danger under extreme sea conditions and using method thereof |
| CN105986563A (en) * | 2015-03-03 | 2016-10-05 | 刘广 | Wave weakening floater on sea |
| CN106053013A (en) * | 2016-05-25 | 2016-10-26 | 武汉理工大学 | Novel behind-the-plate wave elimination device |
| CN106087857A (en) * | 2016-06-15 | 2016-11-09 | 重庆交通大学 | A kind of semi-permeable type floating breakwater |
| CN107458550A (en) * | 2016-06-06 | 2017-12-12 | 朱剑文 | Air cushion auto-strengthening bogey is carried under adjustable overlapping stable floating water |
| CN108532538A (en) * | 2018-03-30 | 2018-09-14 | 上海交通大学 | A kind of folding emergency shielding |
| CN109056634A (en) * | 2018-07-16 | 2018-12-21 | 江苏科技大学 | The bladder-type floating breakwater of fast demountable |
| CN109100113A (en) * | 2018-08-08 | 2018-12-28 | 上海交通大学 | The permeable wave absorber of multilayer varied angle aperture bending plate |
| CN110726441A (en) * | 2019-10-25 | 2020-01-24 | 河南可人科技有限公司 | High-precision river flow detection equipment |
| CN110736521A (en) * | 2019-10-18 | 2020-01-31 | 河海大学 | laser water level measuring device and method adopting slope installation |
| US20230068166A1 (en) * | 2021-09-02 | 2023-03-02 | Ludong University | Multifunctional floating breakwater |
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2011
- 2011-12-31 CN CN2011205759975U patent/CN202369965U/en not_active Expired - Lifetime
Cited By (25)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806408A (en) * | 2012-11-08 | 2014-05-21 | 长沙理工大学 | Porous floating breakwater suitable for long waves |
| CN103243696A (en) * | 2013-05-03 | 2013-08-14 | 陈灿斌 | Method for reducing swaying of water-based facilities |
| CN103485309A (en) * | 2013-09-29 | 2014-01-01 | 江苏科技大学 | Floating breakwater in mesh cage structure |
| CN103485309B (en) * | 2013-09-29 | 2015-10-07 | 江苏科技大学 | A kind of floating breakwater of wire mesh cage structures |
| CN104309779B (en) * | 2014-10-27 | 2016-08-31 | 江苏科技大学 | A kind of semi-submersible type clipping wall being applicable to marine float and clipping wall group |
| CN104309779A (en) * | 2014-10-27 | 2015-01-28 | 江苏海事职业技术学院 | Semi-submersible wave absorbing wall suitable for offshore floating bodies |
| CN104404927A (en) * | 2014-11-21 | 2015-03-11 | 上海交通大学 | Grid-like floating wave dissipation device |
| CN105986563B (en) * | 2015-03-03 | 2019-07-30 | 刘广 | Sea disappear wave drift |
| CN105986563A (en) * | 2015-03-03 | 2016-10-05 | 刘广 | Wave weakening floater on sea |
| CN104802948A (en) * | 2015-03-31 | 2015-07-29 | 中集海洋工程研究院有限公司 | Wave force resistant device and coastal structure having same |
| CN105421290A (en) * | 2015-12-11 | 2016-03-23 | 哈尔滨工程大学 | Dual-body floating type wave suppressor additionally provided with horizontal plates |
| CN105696516A (en) * | 2016-02-19 | 2016-06-22 | 中山大学 | Floating breakwater capable of preventing waves and avoiding danger under extreme sea conditions and using method thereof |
| CN106053013A (en) * | 2016-05-25 | 2016-10-26 | 武汉理工大学 | Novel behind-the-plate wave elimination device |
| CN107458550A (en) * | 2016-06-06 | 2017-12-12 | 朱剑文 | Air cushion auto-strengthening bogey is carried under adjustable overlapping stable floating water |
| CN106087857A (en) * | 2016-06-15 | 2016-11-09 | 重庆交通大学 | A kind of semi-permeable type floating breakwater |
| CN106087857B (en) * | 2016-06-15 | 2018-03-06 | 重庆交通大学 | A kind of semi-permeable type floating breakwater |
| CN108532538A (en) * | 2018-03-30 | 2018-09-14 | 上海交通大学 | A kind of folding emergency shielding |
| CN109056634A (en) * | 2018-07-16 | 2018-12-21 | 江苏科技大学 | The bladder-type floating breakwater of fast demountable |
| CN109056634B (en) * | 2018-07-16 | 2020-06-30 | 江苏科技大学 | Air bag type floating breakwater capable of being quickly disassembled and assembled |
| CN109100113A (en) * | 2018-08-08 | 2018-12-28 | 上海交通大学 | The permeable wave absorber of multilayer varied angle aperture bending plate |
| CN110736521A (en) * | 2019-10-18 | 2020-01-31 | 河海大学 | laser water level measuring device and method adopting slope installation |
| CN110726441A (en) * | 2019-10-25 | 2020-01-24 | 河南可人科技有限公司 | High-precision river flow detection equipment |
| CN110726441B (en) * | 2019-10-25 | 2020-10-02 | 河南可人科技有限公司 | High-precision river flow detection equipment |
| US20230068166A1 (en) * | 2021-09-02 | 2023-03-02 | Ludong University | Multifunctional floating breakwater |
| US11697912B2 (en) * | 2021-09-02 | 2023-07-11 | Ludong University | Multifunctional floating breakwater |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120808 |
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| CX01 | Expiry of patent term |