CN203530922U - Flexible pervious wave-proof energy dissipation structure - Google Patents
Flexible pervious wave-proof energy dissipation structure Download PDFInfo
- Publication number
- CN203530922U CN203530922U CN201320688598.9U CN201320688598U CN203530922U CN 203530922 U CN203530922 U CN 203530922U CN 201320688598 U CN201320688598 U CN 201320688598U CN 203530922 U CN203530922 U CN 203530922U
- Authority
- CN
- China
- Prior art keywords
- wave
- supporting piles
- water
- wave resistance
- energy dissipation
- 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
Images
Classifications
-
- 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
- Revetment (AREA)
Abstract
The utility model relates to a flexible pervious wave-proof energy dissipation structure. The flexible pervious wave-proof energy dissipation structure comprises a plurality of supporting piles and suspension grilles; the plurality of supporting piles are arranged in the water area, wherein waves are easy to produce in the water area; flexible pervious materials cover the suspension grilles; the plurality of supporting piles are in flexible connection with the suspension grilles. According to the flexible pervious wave-proof energy dissipation structure, the structure is simple and the cost is low; the impact of the waves can be effectively buffered, the stress of the supporting piles can be improved, the stable marine environment can be provided for the area which is surrounded by the flexible pervious wave-proof energy dissipation structure, and the favorable conditions can be created for seawater purification, the seawater taking, buoyancy tank aquaculture and tourism development and the like of the area; the water is pervious, a lower layer is opened, and accordingly the water on the bilateral sides can be exchanged freely, the stagnant water cannot be formed inside the flexible pervious wave-proof energy dissipation structure, and the free movement of the water is ensured; meanwhile the stress defects of other rigid wave elimination or wave-proof structures are overcome.
Description
Technical field
The utility model relates to hydraulic structure bank protection technical field, relates in particular to permeability flexible type wave resistance energy-dissipating structure.
Background technology
The area that has wave resistance requirement at coastal, lake, great water body etc., will drop into a large amount of manpowers, financial resources are carried out the construction of wave resistance bank protection and maintenance every year.And wave resistance bank protection is mostly rigid concrete structure at present, construct more numerous and diverse, cost is uneconomical and aesthetics is poor, though played block water, the effect of wave resistance, but also beautiful landscape is blocked in outside people's the visual field, does not meet that current city is livable, harmonious, the main body requirement of landscape.There is following drawback in this rigidity wave prevention structure: one, and stressed property is poor, is easily damaging frequently under wave flowing pressure; Its two, wave wall is isolated coastal waters, can not with the exchange of seawater in wall outside, easily form stagnant water, make water environment degradation; Its three, build wave wall cost high.
China marine site is wide, and living resources are abundant, but because human development is limited in one's ability, most profundal zones resource fails to develop or development difficulty is large, risk is high, therefore, develop as possible the resource development fishery of phytal zone, coastal waters and tourist industry.For the many-sided consideration of safety, environment and economic dispatch, must reduce the wave adverse effect regional to these.
According to form of structure and water permeability by medicining wave structure can be divided into that rigidity is permeable, rigidity is waterproof, permeability flexible and flexible waterproof four classes.Rigidity closed construction is the medicining wave structure being most widely used at present, multiplex on reservoir, river course, dykes and dams, plays wave resistance, flood control, resistance effect.Existing wave wall is major ingredient mainly with reinforcing bar, concrete greatly, by template, builds and forms.Its moulding style is simple, mainly with high 60 ~ 150cm, the reinforced concrete beam of wide 30 ~ 50cm forms, its exterior surface of wall is concrete material, aesthetics is poor, after present stage also has some wave walls to build, it sprays with exterior wall coating material at cement external surface, can reach U.S. decorations effect, and exterior wall coating material is met for a long time water and will be fallen piece, come off, because wave wall is built in waterside more, the water smoke, the steam that produce are larger, therefore under the etch of rainwater, water smoke or steam, exterior wall coating material easily fades or comes off, aesthetic can not be lasting.
With the research of rigid structures be applied as master, theoretical and technical, all reach its maturity at present.Research about flexible structure is less, applies few especially.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of simple in structure, cheap permeability flexible type wave resistance energy-dissipating structure.
For addressing the above problem, permeability flexible type wave resistance energy-dissipating structure described in the utility model, is characterized in that: this structure comprises the several supporting piles in the waters that is located at easy generation wave and is coated with the suspension grid of permeability flexible material; Described several supporting pile and described suspension grid flexibly connect.
Described several supporting pile is round end type, and linearly, camber line or circular arrangement.
In described several supporting pile, be tiltedly installed with between any two described suspension grid.
Axis both sides between any two in described several supporting pile are tiltedly installed with described suspension grid.
The top of described several supporting piles is higher than unrestrained crest, and is connected by damper with described suspension grid respectively.
The described permeability flexible unrestrained material that disappears refers to the fiber matching with wave resistance standard filter cloth processed.
Described suspension grid is plane or face of cylinder type, and its lower edge touches lower than unrestrained trough or with described waters bottom connection.
The utility model compared with prior art has the following advantages:
1, owing to being tiltedly installed with in the axis both sides of supporting pile the suspension grid that is coated with permeability flexible material in the utility model, therefore, not only can effectively cushion the impact force of wave, improve the stressed of supporting pile, the region surrounding for structure provides stable marine environment, for this area decontamination seawater, take seawater, the cultivation of development buoyancy tank, tourism etc. creates favorable conditions, and porous and adopt lower floor to open wide form, make both sides water can carry out free exchange, do not cause its inner stagnant water that forms, guarantee the freely movable of water, made up other rigidity wave or wave prevention structure defect on stressed that disappears simultaneously.
2, the utility model is simple in structure, cheap, constructs relatively convenient, for the cultivation of development buoyancy tank, tourism or other water activities etc. provide advantage, has stronger application value.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is described in further detail.
Fig. 1 is the utility model one-level unrestrained agent structure schematic diagram that disappears.
Fig. 2 is the utility model secondary unrestrained agent structure schematic diagram that disappears.
Fig. 3 is the utility model open type arrangement diagram.
Fig. 4 is the closed arrangement diagram of the utility model.
In figure: 4-coastline, 1-supporting pile 2-suspension grid 3-waters.
The specific embodiment
Permeability flexible type wave resistance energy-dissipating structure, this structure comprises the several supporting piles 1 in the waters 3 that is located at easy generation wave and is coated with the suspension grid 2 of permeability flexible material.Several supporting piles 1 flexibly connect with suspension grid 2.
Being tiltedly installed with between any two in several supporting piles 1 hung grid 2, forms the one-level wave (as shown in Figure 1) that disappears.
Axis both sides between any two in several supporting piles 1 are tiltedly installed with and hang grid 2, form the secondary wave (as shown in Figure 2) that disappears.
Wherein: several supporting piles 1 are round end type, and linearly, camber line or circular arrangement.
The top of several supporting piles 1 is higher than unrestrained crest, and respectively with hang grid 2 and be connected by damper.
The permeability flexible unrestrained material that disappears refers to the fiber matching with wave resistance standard filter cloth processed.
Hang grid 2 and be plane or face of cylinder type, its lower edge touches lower than unrestrained trough or with waters 3 bottom connections.
When several supporting piles 1 are as shown in Figure 3 camber line and are arranged in coastline 4 Its Adjacent Waters 3, be that open type is arranged, can be used for development cultivation, aquatic sports etc.
When several supporting piles 1 are as shown in Figure 4 during rounded layout, be closed layout, can be used for purifying waste water, water intaking etc.
Claims (7)
1. permeability flexible type wave resistance energy-dissipating structure, is characterized in that: this structure comprises the several supporting piles (1) in the waters (3) that is located at easy generation wave and is coated with the suspension grid (2) of permeability flexible material; Described several supporting pile (1) flexibly connects with described suspension grid (2).
2. permeability flexible type wave resistance energy-dissipating structure as claimed in claim 1, is characterized in that: described several supporting piles (1) are round end type, and linearly, camber line or circular arrangement.
3. permeability flexible type wave resistance energy-dissipating structure as claimed in claim 1, is characterized in that: in described several supporting piles (1), be tiltedly installed with between any two described suspension grid (2).
4. permeability flexible type wave resistance energy-dissipating structure as claimed in claim 1, is characterized in that: the axis both sides between any two in described several supporting piles (1) are tiltedly installed with described suspension grid (2).
5. permeability flexible type wave resistance energy-dissipating structure as claimed in claim 1, is characterized in that: the top of described several supporting piles (1) is higher than unrestrained crest, and is connected by damper with described suspension grid (2) respectively.
6. permeability flexible type wave resistance energy-dissipating structure as claimed in claim 1, is characterized in that: the described permeability flexible unrestrained material that disappears refers to the fiber matching with wave resistance standard filter cloth processed.
7. permeability flexible type wave resistance energy-dissipating structure as claimed in claim 1, is characterized in that: described suspension grid (2) is plane or face of cylinder type, and its lower edge touches lower than unrestrained trough or with described waters (3) bottom connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320688598.9U CN203530922U (en) | 2013-11-04 | 2013-11-04 | Flexible pervious wave-proof energy dissipation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320688598.9U CN203530922U (en) | 2013-11-04 | 2013-11-04 | Flexible pervious wave-proof energy dissipation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203530922U true CN203530922U (en) | 2014-04-09 |
Family
ID=50417147
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320688598.9U Expired - Fee Related CN203530922U (en) | 2013-11-04 | 2013-11-04 | Flexible pervious wave-proof energy dissipation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203530922U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759082A (en) * | 2016-12-05 | 2017-05-31 | 山东大学 | A kind of wave absorption buoyancy tank, bank slope erosion control safeguard structure and method |
| CN107354926A (en) * | 2016-05-10 | 2017-11-17 | 诺斯曼能源科技（北京）股份有公司 | A kind of protection wall of photovoltaic array waterborne |
| CN107881982A (en) * | 2017-12-02 | 2018-04-06 | 中国海洋大学 | A kind of beach profile protector |
| CN107938595A (en) * | 2017-12-15 | 2018-04-20 | 江苏科技大学 | The device of wave reflection between a kind of reduction multiple tracks floating breakwater |
| CN109797708A (en) * | 2017-11-17 | 2019-05-24 | 彭大雄 | Flexibility subtracts can system |
| CN111809564A (en) * | 2020-06-08 | 2020-10-23 | 水利部交通运输部国家能源局南京水利科学研究院 | Nest collapse emergency treatment method |
| CN115504113A (en) * | 2022-10-21 | 2022-12-23 | 滁州永强汽车制造有限公司 | Soft wave-resisting structure for absorbing liquid motion energy |
-
2013
- 2013-11-04 CN CN201320688598.9U patent/CN203530922U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107354926A (en) * | 2016-05-10 | 2017-11-17 | 诺斯曼能源科技（北京）股份有公司 | A kind of protection wall of photovoltaic array waterborne |
| CN107354926B (en) * | 2016-05-10 | 2023-11-28 | 诺斯曼能源科技(北京)股份有限公司 | Protection wall of photovoltaic array on water |
| CN106759082A (en) * | 2016-12-05 | 2017-05-31 | 山东大学 | A kind of wave absorption buoyancy tank, bank slope erosion control safeguard structure and method |
| CN109797708A (en) * | 2017-11-17 | 2019-05-24 | 彭大雄 | Flexibility subtracts can system |
| CN107881982A (en) * | 2017-12-02 | 2018-04-06 | 中国海洋大学 | A kind of beach profile protector |
| CN107881982B (en) * | 2017-12-02 | 2023-01-17 | 中国海洋大学 | Beach section protector |
| CN107938595A (en) * | 2017-12-15 | 2018-04-20 | 江苏科技大学 | The device of wave reflection between a kind of reduction multiple tracks floating breakwater |
| CN111809564A (en) * | 2020-06-08 | 2020-10-23 | 水利部交通运输部国家能源局南京水利科学研究院 | Nest collapse emergency treatment method |
| CN115504113A (en) * | 2022-10-21 | 2022-12-23 | 滁州永强汽车制造有限公司 | Soft wave-resisting structure for absorbing liquid motion energy |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203530922U (en) | Flexible pervious wave-proof energy dissipation structure | |
| CN203938528U (en) | The heavy water implant system of a kind of aquatic plant ecological floating bed | |
| CN203755233U (en) | Flexible belt damping curtain floating plate combined type floating type breakwater | |
| CN104430078B (en) | A kind of littoral zone marine site oyster young enhancement releasing adhesive substrate device and construction method | |
| CN103570310B (en) | Revetment member of vegetation type porous concrete and preparation method thereof | |
| CN105900865B (en) | Stereo ecological cultivates artificial marine habitat | |
| CN109349165A (en) | A kind of aquafarm development model | |
| CN206189344U (en) | Existing stereoplasm shore protection ecological landscape ization transformation structure | |
| CN106192878B (en) | The floating wave-absorbing bank of energy dissipation type convenient disassembly | |
| CN203021359U (en) | Planting device of floating plants in running water | |
| CN208175773U (en) | A kind of seat spacer screen case suitable for bottom aquifer cultivation | |
| CN209711127U (en) | A kind of floating-island type mariculture safety protection facility | |
| CN203613031U (en) | Amphibious floating island adapting to water fluctuation zone | |
| CN106828816A (en) | A kind of single point mooring, power self-support, deep-sea wind and wave resistance cultivation apparatus | |
| CN102828490A (en) | Separated wharf wave dissipation wall | |
| CN208472650U (en) | A kind of flood control reinforcing slope protection bank | |
| CN215405953U (en) | Enteromorpha intercepting net | |
| CN204039974U (en) | A kind of stake formula wave resistance composite ecological bank protection structure | |
| CN110541391B (en) | Flexible water-permeable energy dissipation device and working method thereof | |
| CN208624389U (en) | A kind of cross aerofoil profile artificial marine habitat | |
| CN205151910U (en) | Bed is floated in formula of stopping ecological scrubbing in river course | |
| CN203129091U (en) | Environment-friendly scour-prevention block | |
| CN207392123U (en) | A kind of ecological hydro-junction facility for adapting to rivers and lakes connection | |
| CN202310711U (en) | Waterlogging-proof flowerpot with high zigzag feet | |
| CN201574397U (en) | Upright retaining wall type ecological slope protection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140409 Termination date: 20141104 |
|
| EXPY | Termination of patent right or utility model |