CN106192878B - The floating wave-absorbing bank of energy dissipation type convenient disassembly - Google Patents
The floating wave-absorbing bank of energy dissipation type convenient disassembly Download PDFInfo
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- CN106192878B CN106192878B CN201610525585.8A CN201610525585A CN106192878B CN 106192878 B CN106192878 B CN 106192878B CN 201610525585 A CN201610525585 A CN 201610525585A CN 106192878 B CN106192878 B CN 106192878B
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- pipe
- convenient disassembly
- wave
- several
- floating wave
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- 230000021715 photosynthesis, light harvesting Effects 0.000 title claims abstract description 11
- 238000010521 absorption reaction Methods 0.000 claims abstract description 12
- 125000002619 bicyclic group Chemical group 0.000 claims abstract description 11
- 239000013535 sea water Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 16
- 238000010276 construction Methods 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 7
- 238000009360 aquaculture Methods 0.000 abstract description 4
- 244000144974 aquaculture Species 0.000 abstract description 4
- 239000003638 chemical reducing agent Substances 0.000 abstract 1
- 238000011161 development Methods 0.000 description 10
- 230000008901 benefit Effects 0.000 description 6
- 238000013461 design Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000003643 water by type Substances 0.000 description 3
- 238000003287 bathing Methods 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012216 screening Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 241000894007 species Species 0.000 description 1
- 230000007704 transition Effects 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
Abstract
The present invention discloses a kind of floating wave-absorbing bank of energy dissipation type convenient disassembly, including separate unit lattice, the cell includes transverse pipe, longitudinal pipe, elbow bend accessory and three-way fitting, the longitudinal pipe and transverse pipe are arranged and mutually consolidated by elbow bend accessory and three-way fitting in length and breadth forms above-mentioned separate unit lattice, it is flexibly connected between the transverse pipe of centre two of the cell by reducer tee accessory and erects several A-frames, several A-frame both sides is equipped with wave absorption net；It is movably connected between the longitudinal pipe of the longitudinal pipe of the separate unit lattice boundary and another separate unit boundary by bicyclic pipe sleeve and forms chain structure.The floating wave-absorbing bank of the energy dissipation type convenient disassembly of the present invention, cost is low, convenient disassembly, and stream effect is strong thoroughly, small to the eco-environmental impact in harbour sea area.Extended with China's construction of large ship specialized marine terminal, marine aquaculture facility etc. from now on and gradually to deep water, good prospect is illustrated for the application of floating wave-absorbing bank.
Description
Technical field
The present invention is Application No. 201210261301.0, and the applying date is on July 27th, 2012, entitled " a kind of new
The divisional application of the application for a patent for invention of floating wave absorption embankment structure ".Prevented and reduced natural disasters equipment the present invention relates to one kind, refer in particular to one
The new floating wave absorption embankment structure of kind.
Background technology
The global ocean gross area is about 3.6 hundred million square metres, takes up an area the 71% of ball surface product, is that a huge resource is precious
Storehouse.In addition to abundant water resource and living resources, not only species can be each with land for offshore oil and other mineral resources
Class resource compares favourably, and enormous amount.In addition, ocean space is also a kind of resource having a high potential.As human economy is lived
Dynamic fast development, the resource on land have been difficult to the needs for fully meeting social development, and the effect of ocean space will seem more
Important, ocean is just turning into the second living space of the mankind.Currently, utilization of the mankind to ocean will face one unprecedentedly rapidly
The development epoch.This utilization are concentrated mainly on the following aspects：(1) exploitation of submarine oil resource and mineral resources
Utilize；(2) utilization of regenerable marine energy；(3) utilization of marine organisms and seawater resources；(4) ocean space
Utilization.
There is more than 1.8 ten thousand kilometers of coastline in China, island shores 1.4 ten thousand of the individual area more than 6500 more than 500 square kilometres
Kilometer, according to《The United Nations Convention on Law of the Sea》, the marine site that China is administered has nearly 3,000,000 square kilometres (equivalent to China land
Territory 1/3).China will resolve population, resource and environment problem, reach one of medium-developed country in mid-21st Century
Important outlet is exactly to move towards ocean.Ocean exploitation is necessarily dependent upon marine engineering facility first.Due to marine environment very
Badly, as the scale of ocean exploitation is increasingly sophisticated and huge, it is necessary to understanding, engineering of the mankind to marine environmental conditions
The design theory of facility and building technology etc. must improve a lot, and be made to save engineering under the premise that security is guaranteed
Valency, shorten the construction period, reduce maintenance work and extend service life, this will give the development band in coastal and offshore engineering field
Come unprecedented opportunities and challenge.
Wherein port construction still has very big development potentiality as traditional coastal engineering category.To adapt to international trade
To the trend of maximization development, the scale at harbour will be increasing, requires also more next to fairway depth for easy demand and ships that transport
It is higher.And after the natural deep sea harbour location exploitation totally of itself limited shielding, what port construction stepped into the depth of water the wave is high
Marine site.In view of deep water Open Sea bad environments, traditional hydro-structure is because construction costs is high, technical sophistication, constructional difficulties etc.
Deep water port development need is not adapted to.And with the composite demands such as coastal environment protects, sightseeing tour, aquaculture, people
Great change is occurring on seashore and the idea of port development.To adapt to the depth of water, the wave is high, ground is weak, introduces seawater
Exchanging improves aquatic environment and cheap demand, port structure form will to cancelled structure, energy dissipation type structure and
The new structure such as Mobyneb structure pattern develops.
Wherein wave-absorbing bank is a kind of common harbour, coastal structures, is mainly used in the wave for defending off-lying sea to transmit, carries
For stable stevedoring operations environment, and protect other port structure things.Traditional wave-absorbing bank, for example, upstanding bank and tiltedly
Slope dike, waters in port can be preferably screened, and its corresponding engineering technology has also obtained suitable development and application.So
And the research and experiment of Wave Theory show, the energy of wave concentrates on water body top layer, the depth of water model of the following three times wave height of the water surface
Enclose and interior concentrated the 98% of whole wave energy.The wave-absorbing bank of traditional structure forms, in the use of material and wave energy the regularity of distribution
It is completely incompatible.Such as ramp type wave-absorbing bank, minimum material has been used in the place that wave energy is most concentrated, and in wave energy minimum
Place but consumes substantial amounts of material, and with the increase of engineering Larger water depths, construction costs increases severely, and construction also becomes very tired
It is difficult.And the circulation of water body is restricted in shielding region, the deposition of silt is easily produced, water body in the transition of seashore and port
The problems such as pollution, therefore this structure just seems very unreasonable.Therefore later development goes out a kind of floating wave-absorbing bank, has economical light
Just, quick construction, dismounting are flowed and influence the advantages that smaller to harbour natural situation conveniently, thoroughly.But existing floating wave absorption
Dike is because unreasonable in structure design causes wave dissipation effect preferable not to the utmost, and cost is still of a relatively high, therefore still has
Treat further improved.
Inventor is based on above-mentioned consideration, develops a kind of new floating wave-absorbing bank.
The content of the invention
In view of the existing deficiencies of the prior art, its main purpose is to provide the floating of new energy dissipation type convenient disassembly to the present invention
Wave-absorbing bank, it has simple in construction, and wave dissipation effect is good, the features such as convenient disassembly.
To achieve the above object, the present invention is using following technical scheme：
A kind of floating wave-absorbing bank of energy dissipation type convenient disassembly, including some unit grids, the unit grid include transverse pipe,
Longitudinal pipe and three-way pipe, the longitudinal pipe and transverse pipe are arranged and mutually consolidated by three-way pipe in length and breadth forms said units net
Lattice, several A-frames are connected with by three-way pipe between the transverse pipe of the unit grid, several A-frame both sides
It is equipped with wave absorption net；It is movably connected between the transverse pipe or longitudinal pipe of some unit grid boundaries by bicyclic pipe sleeve
Together；And the A-frame is set respectively on each unit grid, when several unit grids are connected by bicyclic pipe sleeve
When together, the A-frame extends from one end of some unit grids to the other end, and along the transverse pipe
Direction extends and forms a line A-frame；The floating wave-absorbing bank is arranged at seashore or harbour, or for screening marine work
Journey, or improve aquatic environment for introducing exchange of seawater, and the unit grid is placed down, the A-frame is put upward
Put.
The transverse pipe and the longitudinal pipe are respectively several, and several described longitudinal pipes are staggered in described in each row
Between transverse pipe.
The transverse pipe of each unit grid is four rows.
The bicyclic pipe sleeve of some unit grid boundaries is several.
The present invention is after adopting the above technical scheme, its advantage is：If this kind of floating wave absorption embankment structure passes through design
The dry unit grid being mutually flexibly connected by bicyclic pipe sleeve, and unit grid is provided with A-frame and wave absorption net and had substantially
Wave dissipation effect, and be of relatively low cost, convenient disassembly, stream and influenceed on harbour natural situation the advantages that smaller thoroughly.This is floating
Formula wave-absorbing bank can be used for screening the waters such as aquatic product culture facility, artificial seawater outdoor bathing place, reduce investment outlay and keep good to obtain
The double effectses that good water quality exchanges.The job site of marine engineering can be screened temporarily with floating wave-absorbing bank, with increase
Construction operation number of days, shorten the duration and increase the benefit.With China large ship specialized marine terminal, marine aquaculture facility etc. from now on
Build and gradually extended to deep water, good prospect is illustrated for the application of floating wave-absorbing bank.
Brief description of the drawings
Fig. 1 be the present invention not containing A-frame when top view；
Fig. 2 is the structural representation of intermediate cam support of the present invention；
Fig. 3 is the structural representation of bicyclic pipe sleeve in the present invention；
Fig. 4 is the dimensional structure diagram of the present invention.
Embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings：It is as shown in Figures 1 to 4 the present invention
A kind of new floating wave absorption embankment structure, it is characterised in that：Including some unit grids 1, the unit grid 1 includes transverse pipe
11st, the uniform arrangement of longitudinal pipe 12 and three-way pipe 13, the transverse pipe 11 and longitudinal pipe 12 simultaneously passes through 13 mutual fixing structure of three-way pipe
Into said units grid 1, several are connected with by three-way pipe 13 between two row transverse pipes 11 of the middle part of unit grid 1
A-frame 14, several both sides of A-frame 14 are equipped with wave absorption net 2；The transverse direction of the boundary of some unit grids 1
It is flexibly connected between pipe 11 or longitudinal pipe 12 by some bicyclic phases of pipe sleeve 3.The unit grid 1 include four row transverse pipes 11 and
The staggeredly evenly distributed longitudinal pipe 12 between each row transverse pipe 11.
The present invention's focuses on, and this kind of floating wave absorption embankment structure is some mutually movable by bicyclic pipe sleeve 3 by designing
The unit grid 1 of connection, and unit grid 1 has obvious wave dissipation effect provided with A-frame 14 and wave absorption net 2, and relatively
Cost is relatively low, convenient disassembly, flows thoroughly and influences the advantages that smaller to harbour natural situation.The floating wave-absorbing bank can be used for covering
The waters such as aquatic product culture facility, artificial seawater outdoor bathing place are protected, to obtain the dual effect for reducing investment outlay and keeping good water quality to exchange
Fruit.The job site of marine engineering can be screened temporarily with floating wave-absorbing bank, to increase construction operation number of days, shorten work
Phase increases the benefit.Expand with China's construction of large ship specialized marine terminal, marine aquaculture facility etc. from now on and gradually to deep water
Exhibition, good prospect is illustrated for the application of floating wave-absorbing bank.
The above described is only a preferred embodiment of the present invention, be not intended to limit the scope of the present invention,
Therefore any subtle modifications, equivalent variations and modifications that every technical spirit according to the present invention is made to above example, still
Belong in the range of technical solution of the present invention.
Claims (4)
- A kind of 1. floating wave-absorbing bank of energy dissipation type convenient disassembly, it is characterised in that：Including some unit grids, the unit grid bag Transverse pipe, longitudinal pipe and three-way pipe are included, the longitudinal pipe and transverse pipe are arranged and mutually consolidated by three-way pipe in composition in length and breadth Unit grid is stated, several A-frames are connected with by three-way pipe between the transverse pipe of the unit grid, several triangles Support both sides are equipped with wave absorption net；Lived between the transverse pipe or longitudinal pipe of some unit grid boundaries by bicyclic pipe sleeve It is dynamic to link together；And the A-frame is set respectively on each unit grid, when several unit grids pass through it is bicyclic When pipe sleeve links together, the A-frame extends from one end of some unit grids to the other end, and along described The direction of transverse pipe extends and forms a line A-frame；The floating wave-absorbing bank is arranged at seashore or harbour, or for covering Marine engineering is protected, or improves aquatic environment for introducing exchange of seawater, and the unit grid is placed down, the triangle branch Frame is placed upward.
- 2. the floating wave-absorbing bank of energy dissipation type convenient disassembly according to claim 1, it is characterised in that：The transverse pipe and institute It is respectively several to state longitudinal pipe, and several described longitudinal pipes are staggered between transverse pipe described in each row.
- 3. the floating wave-absorbing bank of energy dissipation type convenient disassembly according to claim 1, it is characterised in that：Each unit grid The transverse pipe be four rows.
- 4. the floating wave-absorbing bank of energy dissipation type convenient disassembly according to claim 1, it is characterised in that：Some element mesh The bicyclic pipe sleeve of lattice boundary is several.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610525585.8A CN106192878B (en) | 2012-07-27 | 2012-07-27 | The floating wave-absorbing bank of energy dissipation type convenient disassembly |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210261301.0A CN102900050B (en) | 2012-07-27 | 2012-07-27 | A kind of novel floating wave-absorbing bank structure |
| CN201610525585.8A CN106192878B (en) | 2012-07-27 | 2012-07-27 | The floating wave-absorbing bank of energy dissipation type convenient disassembly |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210261301.0A Division CN102900050B (en) | 2012-07-27 | 2012-07-27 | A kind of novel floating wave-absorbing bank structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106192878A CN106192878A (en) | 2016-12-07 |
| CN106192878B true CN106192878B (en) | 2018-02-06 |
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ID=47572517
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210261301.0A Active CN102900050B (en) | 2012-07-27 | 2012-07-27 | A kind of novel floating wave-absorbing bank structure |
| CN201610525585.8A Active CN106192878B (en) | 2012-07-27 | 2012-07-27 | The floating wave-absorbing bank of energy dissipation type convenient disassembly |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210261301.0A Active CN102900050B (en) | 2012-07-27 | 2012-07-27 | A kind of novel floating wave-absorbing bank structure |
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| Country | Link |
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| CN (2) | CN102900050B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103114556B (en) * | 2013-02-27 | 2015-02-11 | 北京唐邦能源科技有限公司 | Wave dissipating wall with multi-layer combined pipes and floating hoses |
| CN103774610B (en) * | 2014-02-12 | 2016-01-20 | 沈阳农业大学 | Wave wave-absorbing bank |
| US20150314833A1 (en) | 2014-05-01 | 2015-11-05 | Christopher Betcher | Corrosion-and-chafing-resistant, mooring system and method |
| CN104790344B (en) * | 2015-04-01 | 2016-08-24 | 中交第二航务工程局有限公司 | A kind of flexible and floating type breakwater and storage device thereof |
| CN117248494A (en) * | 2023-11-02 | 2023-12-19 | 中国交通建设股份有限公司南方分公司 | Floating dike door for open sea disaster prevention, covering device, operation method and design method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5516120A (en) * | 1978-07-18 | 1980-02-04 | Mitsui Eng & Shipbuild Co Ltd | Drift ice and breakwater dyke |
| CN201280709Y (en) * | 2008-10-13 | 2009-07-29 | 福建省水产研究所 | Improved moveable wave absorber |
| CN201891105U (en) * | 2010-10-12 | 2011-07-06 | 泉州龙闰海洋科技有限责任公司 | Movable wave dragging and flow stopping facility |
| CN102174802A (en) * | 2011-03-21 | 2011-09-07 | 中国科学院广州能源研究所 | Floated breakwater for utilizing wave energy |
| CN202705986U (en) * | 2012-07-27 | 2013-01-30 | 泉州龙闰海洋科技有限责任公司 | Novel float type wave absorbing dyke structure |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4979453A (en) * | 1989-01-06 | 1990-12-25 | Infinity Dock Systems | Floating dock system |
| JP3486311B2 (en) * | 1996-11-27 | 2004-01-13 | 三菱重工業株式会社 | Wave-breaking large floating body |
| CN2340807Y (en) * | 1998-04-10 | 1999-09-29 | 交通部第一航务工程勘察设计院 | Wave dissipation breakwater |
| KR100809091B1 (en) * | 2006-11-22 | 2008-03-03 | 한국해양연구원 | Oscillating water column breakwater based on floating objects |
-
2012
- 2012-07-27 CN CN201210261301.0A patent/CN102900050B/en active Active
- 2012-07-27 CN CN201610525585.8A patent/CN106192878B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5516120A (en) * | 1978-07-18 | 1980-02-04 | Mitsui Eng & Shipbuild Co Ltd | Drift ice and breakwater dyke |
| CN201280709Y (en) * | 2008-10-13 | 2009-07-29 | 福建省水产研究所 | Improved moveable wave absorber |
| CN201891105U (en) * | 2010-10-12 | 2011-07-06 | 泉州龙闰海洋科技有限责任公司 | Movable wave dragging and flow stopping facility |
| CN102174802A (en) * | 2011-03-21 | 2011-09-07 | 中国科学院广州能源研究所 | Floated breakwater for utilizing wave energy |
| CN202705986U (en) * | 2012-07-27 | 2013-01-30 | 泉州龙闰海洋科技有限责任公司 | Novel float type wave absorbing dyke structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106192878A (en) | 2016-12-07 |
| CN102900050A (en) | 2013-01-30 |
| CN102900050B (en) | 2016-07-13 |
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