CN104674753A - Opened wave dissipation component structure - Google Patents
Opened wave dissipation component structure Download PDFInfo
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- CN104674753A CN104674753A CN201410755081.6A CN201410755081A CN104674753A CN 104674753 A CN104674753 A CN 104674753A CN 201410755081 A CN201410755081 A CN 201410755081A CN 104674753 A CN104674753 A CN 104674753A
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- transmission
- modular construction
- wave absorption
- component
- transmission component
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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 invention relates to the technical field of wave prevention, in particular to an opened wave dissipation component structure comprising an opened component (1), a float unit (2) and a porous opened floating plate (3). The float unit (2) is installed on the opened component (1) to allow the opened component (1) to float on the water surface; the porous opened floating plate (3) is installed in the opened component (1) horizontally and is capable of swinging vertically. By the aid of the structure, the wave force can be reduced greatly, structure is simple, cost is low, and installation and operation are facilitated.
Description
Technical field
The present invention relates to anti-wave technology field, be specifically related to a kind of transmission wave absorption modular construction.
Background technology
Mole is a kind of common harbour coastal structures, and be used for defence wave to the invasion and attack of harbour region, the waters maintained in port is steady, with ensure boats and ships in port the normal handling operation of safety stop mooring and passenger upper and lower.Show according to the research of Wave Theory and experiment, the concentration of energy of wave is on the top layer of water body.Therefore floating breakwater, the mole of traditional type of comparing as the mole of vertical type and ramp type, more science in the use of material and in the wave energy regularity of distribution.The floating breakwater of a few class principal mode such as existing float-type, the buoyancy tank component that usual practical steel concrete, metal and plastic or other material manufacture and mooring system composition, dead load is large, make, transport, install and throw in inconvenience, high to mooring designing requirement, especially to be applied to cost under severe sea condition condition high.
Summary of the invention
The present invention, for overcoming at least one defect described in above-mentioned prior art, provides a kind of transmission wave absorption modular construction.
For solving the problems of the technologies described above, technical scheme of the present invention is as follows:
A kind of transmission wave absorption modular construction, is characterized in that: comprise transmission component, buoyancy unit and porous transmission kickboard; Described buoyancy unit is arranged on described transmission component, swims on the water surface to enable transmission component; Described porous transmission kickboard level is arranged on transmission component inside, and can swing up and down.
Compared with prior art, the beneficial effect of technical solution of the present invention is:
First transmission component is decayed after wave can be made to enter floating drum part energy, and subsequently under the beating of the transmission kickboard of resiliency supported, wave is decayed further, and wave force is greatly reduced; In addition because its structure is simple, with low cost, be convenient to install and operation, realize stronger anti-ripple enhancing efficiency with less expense.
Further, be wave of decaying further, described wave absorption modular construction also comprises looped network described in looped network and is arranged on the outer wall of described transmission component.Preferably, described looped network is the multilayer looped network of flexible etting composition.
Further, for ease of swing and the installation of porous transmission kickboard, described porous transmission kickboard is connected by the inwall of elastic component with transmission component.
Further, be wave of decaying further, described porous transmission kickboard has multiple, sets gradually from the top down.
Further, as optimal technical scheme, cylindrically, described porous transmission kickboard is circular to described transmission component.
Further, for making wave absorption modular construction stable swim on the water surface, described buoyancy unit has multiple, is arranged on respectively above and below transmission component.
Further, for ease of described wave absorption modular construction anchoring and avoid anchoring assembly to be directly connected with transmission component and damage transmission component, described wave absorption modular construction also comprises anchoring assembly, described anchoring assembly is connected with the buoyancy unit be arranged on below transmission component, and anchors described wave absorption modular construction in the water surface.
Accompanying drawing explanation
Fig. 1 is the front view of " wave absorption modular construction ".
Fig. 2 is the sectional view along A-A line in Fig. 1.
Accompanying drawing, only for exemplary illustration, can not be interpreted as the restriction to this patent; In order to better the present embodiment is described, some parts of accompanying drawing have omission, zoom in or out, and do not represent the size of actual product; To those skilled in the art, in accompanying drawing, some known features and explanation thereof may be omitted is understandable.
Detailed description of the invention
Below in conjunction with drawings and Examples, technical scheme of the present invention is described further.
Embodiment one
As shown in Figure 1-2, a kind of transmission wave absorption modular construction, comprise cylindric transmission component 1, multiple buoyancy unit 2, some rounded porous transmission kickboards 3, flexible etting composition multilayer looped network 4, elastic component 5 and anchoring assembly 6; Multiple described buoyancy unit 2 is arranged on above and below described transmission component 1 respectively, can swim on the water surface to make transmission component 1; Some described porous transmission kickboards 3 set gradually from the top down and respectively by resilient components such as elastic component 5(such as spring, elastic steel sheet, rubber) be connected with the inwall of transmission component 1, described anchoring assembly 6 one end lies on the buoyancy unit that is arranged on below transmission component, and other end mooring is in the bottom.
Its operating principle is: when wave advances to transmission wave absorption modular construction, first touches the multilayer looped network 4 of flexible etting composition, wave portion decay under the effect of multilayer looped network 4; Wave continues the cylindric transmission component 1 of contact of advancing, and decays further under the effect of transmission component 1; After wave enters cylindric transmission component 1, under the beating of the porous transmission kickboard 3 of resiliency supported, wave is decayed further; When wave after patting passes transmission component 1 and multilayer looped network 4, can further be attenuated.
Obviously, the above embodiment of the present invention is only for example of the present invention is clearly described, and is not the restriction to embodiments of the present invention.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here exhaustive without the need to also giving all embodiments.All any amendments done within the spirit and principles in the present invention, equivalent to replace and improvement etc., within the protection domain that all should be included in the claims in the present invention.
Claims (8)
1. a transmission wave absorption modular construction, is characterized in that: comprise transmission component (1), buoyancy unit (2) and porous transmission kickboard (3); Described buoyancy unit (2) is arranged on described transmission component (1), can swim on the water surface to make transmission component (1); It is inner that described porous transmission kickboard (3) level is arranged on transmission component (1), and can swing up and down.
2. transmission wave absorption modular construction according to claim 1, is characterized in that: described wave absorption modular construction also comprises looped network (4), described looped network (4) is arranged on the outer wall of described transmission component (1).
3. transmission wave absorption modular construction according to claim 2, is characterized in that: described looped network is the multilayer looped network of flexible etting composition.
4. the transmission wave absorption modular construction according to any one of claim 1-3, is characterized in that: described porous transmission kickboard (3) is connected by the inwall of elastic component (5) with transmission component (1).
5. transmission wave absorption modular construction according to claim 4, is characterized in that: described porous transmission kickboard (3) has multiple, sets gradually from the top down.
6. transmission wave absorption modular construction according to claim 5, is characterized in that: cylindrically, described porous transmission kickboard (3) is circular to described transmission component (1).
7. transmission wave absorption modular construction according to claim 4, is characterized in that: described buoyancy unit (2) has multiple, is arranged on respectively above and below transmission component (1).
8. transmission wave absorption modular construction according to claim 7, it is characterized in that: described wave absorption modular construction also comprises anchoring assembly (6), described anchoring assembly (6) is connected with the buoyancy unit (2) being arranged on transmission component (1) below, and anchors described wave absorption modular construction in the water surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410755081.6A CN104674753B (en) | 2014-12-11 | 2014-12-11 | A kind of transmission wave absorption modular construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410755081.6A CN104674753B (en) | 2014-12-11 | 2014-12-11 | A kind of transmission wave absorption modular construction |
Publications (2)
| Publication Number | Publication Date |
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| CN104674753A true CN104674753A (en) | 2015-06-03 |
| CN104674753B CN104674753B (en) | 2018-10-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410755081.6A Active CN104674753B (en) | 2014-12-11 | 2014-12-11 | A kind of transmission wave absorption modular construction |
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| CN (1) | CN104674753B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926531A (en) * | 2016-05-05 | 2016-09-07 | 哈尔滨工程大学 | Case net type floating breakwater based on FRP material |
| CN107458550A (en) * | 2016-06-06 | 2017-12-12 | 朱剑文 | Air cushion auto-strengthening bogey is carried under adjustable overlapping stable floating water |
| CN108643120A (en) * | 2018-04-27 | 2018-10-12 | 浙江大学宁波理工学院 | A kind of floating-board type breakwater of resilient support |
| CN108774995A (en) * | 2018-06-05 | 2018-11-09 | 哈尔滨工程大学 | Perforation floating breakwater unit and circular arc type multilayer perforation floating breakwater |
| CN112243925A (en) * | 2020-10-10 | 2021-01-22 | 江苏科技大学 | Floating type flow-choking and sand-blocking multifunctional equipment |
| WO2022222862A1 (en) * | 2021-04-20 | 2022-10-27 | 交通运输部天津水运工程科学研究所 | Port terminal operation structure having both vibration and noise reduction functions |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102367660A (en) * | 2011-11-04 | 2012-03-07 | 中山大学 | Wave elimination assembly and system for establishing floating breakwater and floating platform |
| CN103147423A (en) * | 2013-03-04 | 2013-06-12 | 江苏科技大学 | Water-breaking energy-dissipation permeable box type single floating body capable of being assembled |
| JP2013185415A (en) * | 2012-03-09 | 2013-09-19 | Nippon Solid Co Ltd | Submerged dyke revetment construction method for sea route |
| CN103321180A (en) * | 2013-06-24 | 2013-09-25 | 江苏科技大学 | Perforated case type floating breakwater with built-in buoyancy unit |
| 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 |
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2014
- 2014-12-11 CN CN201410755081.6A patent/CN104674753B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102367660A (en) * | 2011-11-04 | 2012-03-07 | 中山大学 | Wave elimination assembly and system for establishing floating breakwater and floating platform |
| JP2013185415A (en) * | 2012-03-09 | 2013-09-19 | Nippon Solid Co Ltd | Submerged dyke revetment construction method for sea route |
| CN103147423A (en) * | 2013-03-04 | 2013-06-12 | 江苏科技大学 | Water-breaking energy-dissipation permeable box type single floating body capable of being assembled |
| CN103321180A (en) * | 2013-06-24 | 2013-09-25 | 江苏科技大学 | Perforated case type floating breakwater with built-in buoyancy unit |
| 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 |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926531A (en) * | 2016-05-05 | 2016-09-07 | 哈尔滨工程大学 | Case net type floating breakwater based on FRP material |
| CN105926531B (en) * | 2016-05-05 | 2018-05-18 | 哈尔滨工程大学 | A kind of case net type floating breakwater based on FRP material |
| CN107458550A (en) * | 2016-06-06 | 2017-12-12 | 朱剑文 | Air cushion auto-strengthening bogey is carried under adjustable overlapping stable floating water |
| CN108643120A (en) * | 2018-04-27 | 2018-10-12 | 浙江大学宁波理工学院 | A kind of floating-board type breakwater of resilient support |
| CN108774995A (en) * | 2018-06-05 | 2018-11-09 | 哈尔滨工程大学 | Perforation floating breakwater unit and circular arc type multilayer perforation floating breakwater |
| CN108774995B (en) * | 2018-06-05 | 2021-01-05 | 哈尔滨工程大学 | Perforated floating breakwater unit and arc-shaped multilayer perforated floating breakwater |
| CN112243925A (en) * | 2020-10-10 | 2021-01-22 | 江苏科技大学 | Floating type flow-choking and sand-blocking multifunctional equipment |
| WO2022222862A1 (en) * | 2021-04-20 | 2022-10-27 | 交通运输部天津水运工程科学研究所 | Port terminal operation structure having both vibration and noise reduction functions |
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| Publication number | Publication date |
|---|---|
| CN104674753B (en) | 2018-10-16 |
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