CN2856163Y - Wave suppress buoyancy float - Google Patents

Wave suppress buoyancy float Download PDF

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Publication number
CN2856163Y
CN2856163Y CNU2005201305111U CN200520130511U CN2856163Y CN 2856163 Y CN2856163 Y CN 2856163Y CN U2005201305111 U CNU2005201305111 U CN U2005201305111U CN 200520130511 U CN200520130511 U CN 200520130511U CN 2856163 Y CN2856163 Y CN 2856163Y
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CN
China
Prior art keywords
floating platform
wave absorption
wave
absorption floating
flanks
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Expired - Fee Related
Application number
CNU2005201305111U
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Chinese (zh)
Inventor
许英良
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Individual
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Individual
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Priority to CNU2005201305111U priority Critical patent/CN2856163Y/en
Application granted granted Critical
Publication of CN2856163Y publication Critical patent/CN2856163Y/en
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Abstract

The utility model relates to a water-break floating platform which comprises a cubic main body capable of making the whole floating platform to float on sea surface; two side-wing parts formed at the bottom of two opposite sides of the main body; and multi drainage holes on the side-wing parts for seawater passing through. The platform is arranged near seashore and can reduce impact force of the wave to protect land. The platform has advantages of large area facing the coming ocean wave and good positioning effect by arranging the drainage holes.

Description

The wave absorption floating platform
Technical field
The utility model is a kind of wave absorption floating platform, is to be applied to the seashore limit, helps to weaken the impact of wave to the coastline.
Background technology
Wash away because the coastline is continuously the wave beating, get off for a long time, meeting base, water eroding and flooding bank inwardly reduces the coastline, and therefore many seashores limit all is provided with the invasion and attack that wave suppression arrangement prevents wave.
Shown in Figure 6 is a kind of existing wave absorption floating platform 50, and this wave absorption floating platform 50 is the square shape, is to be arranged at the seashore limit by anchor ingot device 51, and this wave absorption floating platform 50 has buoyancy, can make to make an appointment with the volume of half to float on the sea; When wave is attacked, can run into this wave absorption floating platform 50 earlier, and be subjected to its keep out the effect and tide is weakened, use the protection bank the base.
This wave absorption floating platform 50 generally is to be a straight line to arrange along the bank, adjacent wave absorption floating platform 50 can various fastening devicess link together, wherein a kind of mode is to be provided with a plurality of perforation 52 in each wave absorption floating platform 50 adjacent to the face of another wave absorption floating platform 50, and this perforation 52 is to communicate in wave absorption floating platform 50 inside; As shown in Figure 7, when row's wave absorption floating platform 50 is set along the bank, can pass through perforation 52 by tether 53, connect two adjacent wave absorption floating platforms 50.
But existing wave absorption floating platform 50 when it floats in the seawater, is easy to be subjected to wave to drive and drifts about, even a whole row wave absorption floating platform 50 is set, also may be subjected to wave effect and part wave absorption floating platform 50 is drawn close to the bank, reduces the function that it weakens wave.
The utility model content
Because existing wave absorption floating platform bed knife is not good, be subject to wave and drive and move to the bank, its wave absorption ability is weakened, the utility model people designs the wave absorption floating platform of an improvement then, in the hope of improving above-mentioned disappearance.
Main purpose of the present utility model provides a novel wave absorption floating platform, and it has advantages of good positioning effect, can effectively reach the effect of wave absorption.
Provide a wave absorption floating platform for reaching the technological means that above-mentioned purpose takes, it is to be formed with two flanks in a body bottom, this body is to be three-dimensional square shape, it has buoyancy, can float on the sea, two flanks are the belows that are formed at limit, two opposite sides, body bottom surface, and the folded angle in itself and body bottom surface can be more than or equal to 90 degree; The utility model is arranged in the seawater, and the part of body is to be exposed on the sea, and other position of body and two flanks are to be positioned at below the sea.
Being respectively arranged with a plurality of discharge orifices on two flanks, is for the seawater circulation; When the wave absorption floating platform is arranged in the seawater by the anchor ingot device, because of the whole wave absorption floating platform part area of heading sea big, wave is difficult for promoting the wave absorption floating platform, and the discharge orifice on the flank can pass through for seawater, the firm of wave absorption floating platform kept in assistance, the buffering baffle-wall of at least one can be set up in two flanks below again, and this buffering baffle-wall is to be arranged between two flanks, can slow down the active force up and down that seawater causes the wave absorption floating platform; The utility model is because of having advantages of good positioning effect, so can effectively bring into play its wave absorbing function.
Description of drawings
Shown in Figure 1 is stereo appearance figure of the present utility model.
Shown in Figure 2 is the utility model embodiment sectional drawing.
Shown in Figure 3 is the utility model embodiment vertical view.
Shown in Figure 4 is the schematic diagram of setting up a buffering baffle-wall in wave absorption floating platform below.
Shown in Figure 5 is another embodiment of the present utility model.
Shown in Figure 6 is the embodiment sectional drawing of existing wave absorption floating platform.
Shown in Figure 7 is the embodiment vertical view of existing wave absorption floating platform.
[primary clustering symbol description]
10--body 101--perforation
11/12--flank 13--discharge orifice
20--anchor ingot device 30--tether
40--buffering baffle-wall 50--wave absorption floating platform
51--anchor ingot device 52--perforation
The 53--tether
The specific embodiment
With reference to Fig. 1, the utility model is to be formed with two flanks 11/12 downwards in a body 10 bottoms, and this body 10 is three-dimensional square shape, and it is a hollow rectangle body, its inside can be hollow or filling with the light material (not shown); These body 10 bottom surfaces two opposed side edges are formed with flank 11/12 respectively downwards, in present embodiment, the bottom surface of this body 10 is to be rectangle, two flanks 11/12 are the belows that is formed at two long limits, flank 11/12 is greater than 90 degree with the angle angle of body 10 bottom surfaces, two flanks 11/12 all have a suitable thickness, and are penetrated with a plurality of discharge orifices 13 on it respectively, can pass through for seawater.
Wave absorption floating platform of the present utility model can float in the seawater, please refer to Fig. 2, the utility model is to be arranged in the seawater by anchor ingot device 20, and wherein body 10 parts are to be exposed on the sea, body 10 other positions and two flanks 11/12 are to be positioned at below the sea, and two flanks 11/12 are to be parallel to the bank.Wave is attacked before the bank, can touch wave absorption floating platform of the present utility model earlier, except that the bed knife of anchor ingot device 20, the utility model is because of having additional flank 11/12, make the part area of heading sea constitute big resistance greatly, do not promote and drift about so be not subject to tide, and the discharge orifice 13 on two flanks 11/12 can allow seawater pass through, have and promote firm positioning action; Two flanks 11/12 are spent greater than 90 with the angle angle of body 10 bottom surfaces, can avoid when wave is big, and the wave absorption floating platform is toppled over the situation of overturning, and the angle of inclination of two flanks 11/12 helps to slow down the active force up and down that seawater brings again.
In the practical application, be the utility model to be a straight line arrange along the bank, adjacent wave absorption floating platform can link together by various linkages, in present embodiment, adjacent two bodies 10 are respectively arranged with a plurality of perforation 101 on relative face, being arranged at the perforation 101 on the one side is to communicate in body 10 inside, and is provided with two perforation 101 with one side; As shown in Figure 3, make wear in the perforation 101 of a tether 30 on adjacent two bodies, 10 opposite faces around, wave absorption floating platform of the present utility model is linked together in twos, be a straight line and arrange and to be arranged at the bank.
The utility model is when practical application again, still can set up the buffering baffle-wall 40 of at least one in flank 11/12 below, as shown in Figure 4, be to be provided with two buffering group plates 40 in the present embodiment, this buffering group plate 40 is the strips that are square, and its two ends are connected with two flanks 11/12 respectively, be to be arranged between two flanks 11/12, because of wave can be bestowed the active force that the wave absorption floating platform fluctuates, and the effect of this buffering baffle-wall 40 promptly is to slow down above-mentioned active force, makes the wave absorption floating platform more stable.
Another embodiment of the present utility model as shown in Figure 5, the angle angle that its body 10 bottom surfaces and flank are 11/12 is to be 90 degree, it is fit to be positioned in the harbour of refuge, because of the wave in the harbour of refuge less, dwindle the angle of 11/12 of body 10 bottom surfaces and flank, not having the situation that causes the wave absorption floating platform to overturn greatly because of wave takes place, and the design of flank 11/12 angle is to be convenient to allow yacht rest against its side in the present embodiment, make the utility model except that possessing wave absorbing function, still can assist yacht is docked in the harbour of refuge, increase that it is functional.
The utlity model has good fixation effect; can keep out wave level and passing up and down; and when it is a straight line and is arranged at the bank; can check and balance between each body; make locating effect better; make stable the placing on the sea of the utility model energy, effectively reach the effect that weakens wave, protection seashore.

Claims (4)

1. a wave absorption floating platform is characterized in that, it is to be formed with flank in the below on limit, two opposite sides, a body bottom surface, and this body is to be three-dimensional square shape, and it has buoyancy, and is respectively arranged with a plurality of discharge orifices on two flanks.
2. as 1 described wave absorption floating platform of claim the, it is characterized in that wherein two flanks below has additional the buffering baffle-wall of at least one, this buffering baffle-wall is the strip that is square, and is to be arranged between two flanks.
3. as claim the 1 or 2 described wave absorption floating platforms, it is characterized in that the angle angle of this body bottom surface and two flanks is greater than 90 degree.
4. as claim the 1 or 2 described wave absorption floating platforms, it is characterized in that the angle angle of this body bottom surface and two flanks is to equal 90 degree.
CNU2005201305111U 2005-11-04 2005-11-04 Wave suppress buoyancy float Expired - Fee Related CN2856163Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2005201305111U CN2856163Y (en) 2005-11-04 2005-11-04 Wave suppress buoyancy float

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2005201305111U CN2856163Y (en) 2005-11-04 2005-11-04 Wave suppress buoyancy float

Publications (1)

Publication Number Publication Date
CN2856163Y true CN2856163Y (en) 2007-01-10

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2005201305111U Expired - Fee Related CN2856163Y (en) 2005-11-04 2005-11-04 Wave suppress buoyancy float

Country Status (1)

Country Link
CN (1) CN2856163Y (en)

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101614003B (en) * 2008-10-17 2011-02-09 大连理工大学 Porous floating breakwater formed by splicing prefabricated components
CN102409641A (en) * 2011-08-30 2012-04-11 中交天津港航勘察设计研究院有限公司 Combined environment-friendly floating wave dissipating device
CN102535390A (en) * 2011-12-31 2012-07-04 中山大学 Construction method of anti-wave-type offshore platform
CN102535391A (en) * 2011-12-31 2012-07-04 中山大学 Anti-wave ocean platform
CN102587321A (en) * 2012-04-01 2012-07-18 朱剑文 Shaking semi-submerged breakwater and interface conversion wave-absorbing tile
CN102587318A (en) * 2012-02-08 2012-07-18 郑先斌 Multihole floating breakwater with wave energy weakened in multiple stages
CN103215917A (en) * 2013-04-17 2013-07-24 河海大学 Rectangular square box breakwater structure and physical model testing device thereof
CN103215916A (en) * 2013-04-15 2013-07-24 上海市水利工程设计研究院有限公司 Wave-dissipating cavity
CN103485309A (en) * 2013-09-29 2014-01-01 江苏科技大学 Floating breakwater in mesh cage structure
CN104018462A (en) * 2014-06-25 2014-09-03 长沙理工大学 Deformable combined floating wave-resisting device
CN104234003A (en) * 2013-06-07 2014-12-24 张昊慧 Suspended wave elimination dike
CN105525593A (en) * 2016-01-27 2016-04-27 山东省水利科学研究院 Estuary floating type wave attenuating structure and method
CN106917384A (en) * 2017-03-01 2017-07-04 张昊慧 Wave disappears unrestrained device
CN107458551A (en) * 2016-06-06 2017-12-12 朱剑文 Multiple buoyancy is on an even keel or the hull that berths
WO2021242182A1 (en) * 2020-05-25 2021-12-02 Boonlikitcheva Pichit Floating wave-attenuation device
CN114592476A (en) * 2022-02-24 2022-06-07 中交第四航务工程局有限公司 Flow-up type movable breakwater
CN115369839A (en) * 2022-06-22 2022-11-22 江苏科技大学 Sea surface and sea surface below marine garbage collecting and processing device

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101614003B (en) * 2008-10-17 2011-02-09 大连理工大学 Porous floating breakwater formed by splicing prefabricated components
CN102409641B (en) * 2011-08-30 2013-09-25 中交天津港航勘察设计研究院有限公司 Combined environment-friendly floating wave dissipating device
CN102409641A (en) * 2011-08-30 2012-04-11 中交天津港航勘察设计研究院有限公司 Combined environment-friendly floating wave dissipating device
CN102535390A (en) * 2011-12-31 2012-07-04 中山大学 Construction method of anti-wave-type offshore platform
CN102535391A (en) * 2011-12-31 2012-07-04 中山大学 Anti-wave ocean platform
CN102535391B (en) * 2011-12-31 2014-10-15 中山大学 Anti-wave ocean platform
CN102535390B (en) * 2011-12-31 2014-07-02 中山大学 Construction method of anti-wave-type offshore platform
CN102587318A (en) * 2012-02-08 2012-07-18 郑先斌 Multihole floating breakwater with wave energy weakened in multiple stages
CN102587321A (en) * 2012-04-01 2012-07-18 朱剑文 Shaking semi-submerged breakwater and interface conversion wave-absorbing tile
CN103215916B (en) * 2013-04-15 2015-11-04 上海市水利工程设计研究院有限公司 Disappear unrestrained cavity
CN103215916A (en) * 2013-04-15 2013-07-24 上海市水利工程设计研究院有限公司 Wave-dissipating cavity
CN103215917A (en) * 2013-04-17 2013-07-24 河海大学 Rectangular square box breakwater structure and physical model testing device thereof
CN104234003A (en) * 2013-06-07 2014-12-24 张昊慧 Suspended wave elimination dike
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
CN104018462A (en) * 2014-06-25 2014-09-03 长沙理工大学 Deformable combined floating wave-resisting device
CN105525593A (en) * 2016-01-27 2016-04-27 山东省水利科学研究院 Estuary floating type wave attenuating structure and method
CN105525593B (en) * 2016-01-27 2017-05-31 山东省水利科学研究院 A kind of river mouth floating wave absorption structure and method
CN107458551A (en) * 2016-06-06 2017-12-12 朱剑文 Multiple buoyancy is on an even keel or the hull that berths
CN106917384A (en) * 2017-03-01 2017-07-04 张昊慧 Wave disappears unrestrained device
WO2021242182A1 (en) * 2020-05-25 2021-12-02 Boonlikitcheva Pichit Floating wave-attenuation device
CN114592476A (en) * 2022-02-24 2022-06-07 中交第四航务工程局有限公司 Flow-up type movable breakwater
CN115369839A (en) * 2022-06-22 2022-11-22 江苏科技大学 Sea surface and sea surface below marine garbage collecting and processing device

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee