CN201334653Y - Floating-type flexible guiding device - Google Patents
Floating-type flexible guiding device Download PDFInfo
- Publication number
- CN201334653Y CN201334653Y CNU2008201707819U CN200820170781U CN201334653Y CN 201334653 Y CN201334653 Y CN 201334653Y CN U2008201707819 U CNU2008201707819 U CN U2008201707819U CN 200820170781 U CN200820170781 U CN 200820170781U CN 201334653 Y CN201334653 Y CN 201334653Y
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- CN
- China
- Prior art keywords
- float
- conservancy diversion
- water conservancy
- curtain
- floating
- 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 - Lifetime
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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
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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
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Revetment (AREA)
Abstract
The utility model relates to a floating-type flexible guiding device. The floating-type flexible guiding device comprises floaters, a guiding curtain screen and a base, wherein the upper border of the guiding curtain screen is connected with floaters and the lower border of the guiding curtain screen is fixed on the base; the floater can be a hollow sealing body which can float in water; the number and the space between the floaters can be determined according to the principle that the upward uplift pressure generated by the floaters totally submerged in water is larger than the total weight of the floaters and the guiding curtain screen; the floaters are arranged continuously or arranged with equal space of 1 to 4cm according to the guiding direction, the guiding curtain screen is selected to be a flexible-curtain screen structure, wherein the tensile strength of the flexible-curtain screen structure is larger than the composite force of the uplift force of water flow and tide wave, and the flexible-curtain screen structure is composed of multiple-hole/grid or closing membranes. The floating-type flexible guiding device is characterized in that the manufacturing cost is low, and the process is simple; in addition, the flexible guiding device is good for protecting ecology environment, has no affection on the security of flood passage, can change the whole flow field by guiding mechanism, thereby achieving the effects of clearing sands with converging flow, beach protection and accretion promotion, dredging riverway (ship channel) and the like; meanwhile, the stability and suitability are good, etc.
Description
Technical field
The utility model relates to the device of a kind of water conservancy, water transport industry field water conservancy diversion, thereby realizes the floating flexible fluid-directing device of clearing sands with converging flow, beach protection and siltation promotion, river course (navigation channel) regulation in particular for the local flow-shape that changes river course, marine site.
Background technology
Normal engineering measure change current (trend), the sediment movement track of adopting in water conservancy, the water transport industry is to realize functions such as the short silt of beach, river course (navigation channel) regulation.Yet these engineering measures at present adopt rigid material to build more, such as stone, sandbag, concrete, steel structure etc., and typical section structure such as Fig. 3, the label 4 shown in the figure is described rigid materials; This engineering measure not only cost is high, and it is big that section takies water surface area, and careless slightly will causing than havoc ecological environment on every side, remedies difficulty.Therefore, engineering circle is being explored easy more light and handy, cheap guiding device always.
Find by prior art documents, Chinese invention patent publication number CN 1687530A, open day is on October 26th, 2005, application for a patent for invention numbers 200510026599.7, denomination of invention is: riverbed and sea bed silt are held back, the device of short alluvial protection against erosion, this patent be a kind of silt is slowed down and holds back on the spot realize the beach face alluvial, prevent the device that washes away, it comprises floating curtain, buoyancy aid, crosses screen window mouth, anchor member, buoyancy aid is located at floating curtain upper limb, cross the bottom that the screen window mouth is located at floating curtain, anchor member is located at floating curtain lower edge.During use, by floating curtain and the acting in conjunction of crossing the screen window mouth, form cross eddy at floating curtain back side, make the upstream come husky bed-sit being trapped after crossing the screen window mouth, silt is held back, the purpose of short alluvial protection against erosion thereby reach.Its weak point is: 1) because the bottom was provided with the screen window mouth, in force tidal bore power river mouth, marine site and the lower sea area of sand content, silt is not easy to deposit in the vortex of crossing screen window mouth back side, does not realize that silt holds back purpose; 2) because floating curtain is being connected on buoyancy aid and the anchor member of globality, cross the below that the screen window mouth is arranged at floating curtain, caused the local tensile strength of floating curtain sharply to reduce, buoyancy aid produces pulling force upwards under wave and tidal bore effect, is very easily crossing the generation tear failure of screen window mouth place; 3) the short silt effect that produces of this device only one of floating curtain back side more among a small circle in, and be that form with the husky bank in a kind of part exists, fundamentally can't resolve the purpose of protection against erosion.
Summary of the invention
The purpose of this utility model is to overcome the shortcoming that exists in the above-mentioned prior art, and provide a kind of floating flexible fluid-directing device, this device is to be mechanism by changing large-scale current (trend) movement locus, and then realize the flow field state of change river course, ocean, realize functions such as clearing sands with converging flow, beach protection and siltation promotion, river course (navigation channel) regulation.
The technical solution adopted in the utility model is: it includes float, water conservancy diversion curtain, base, and described water conservancy diversion curtain upper limb is connected with float, and water conservancy diversion curtain lower edge is fixed in base.
Described float is the hollow seal body of floatability in water, and the quantity that this float is arranged and spacing are determined greater than the gross weight of float and water conservancy diversion curtain according to the uplift pressure that makes progress that float is submerged in the water to be produced fully; Described float is arranged continuously or is equidistantly arranged according to the water conservancy diversion direction.
Described float is 1~4m by the spacing of equidistant layout.
The flexible curtain structure that described water conservancy diversion curtain selects for use tensile strength to constitute greater than the making a concerted effort of current and tidal wave uplift force, by porous or grid or closing membrane.
The base that connects under the described water conservancy diversion curtain is the heavy beam of bar shaped or pile or damascene structures.
Adopt colligation between described water conservancy diversion curtain and the float or twine or welding or bonding connection, described water conservancy diversion curtain and base employing be cast-in-place buries underground or throws and bury underground or weld, or is adhesively fixed.
The beneficial effects of the utility model are: 1) cheap, technology is simple, helps the protection of ecological environment; 2) do not influence flood passage safety; 3) mechanism by water conservancy diversion changes whole flow field, realizes effects such as clearing sands with converging flow, beach protection and siltation promotion, river course (navigation channel) regulation, has good stable; 4) structure has good flexible, and it is strong to adapt to deformability; 5) be applicable to the estuary coast zone that tidal bore power and Wave power are powerful, the self structure stability is superior.
Description of drawings
Fig. 1 is a floating flexible fluid-directing device vertical section structure schematic diagram described in the utility model.
Fig. 2 is a floating flexible fluid-directing device cross section structure schematic diagram described in the utility model.
Fig. 3 is the rigidity guiding device cross-section structure of prior art.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done detailed introduction: shown in the accompanying drawing 1,2, floating flexible fluid-directing device described in the utility model, comprise float 1, water conservancy diversion curtain 2, base 3, it is characterized in that: water conservancy diversion curtain 2 upper limbs connect float 1, and water conservancy diversion curtain 2 lower edges are fixed in base 3.Float 1 is the hollow seal body, and water conservancy diversion curtain 2 is cancellated structures, and base 3 adopts the heavy beam of bar shaped.Adopt between float 1 and the water conservancy diversion curtain 2 to be welded to connect, water conservancy diversion curtain 2 and base 3 adopt cast-in-place bury underground fixing.
Described float 1 can adopt the floatability facility greater than deadweight of buoyancy in the water; Material can be selected timber, metal, macromolecule polymer material etc.; The float shape can be polygon, circle or curved body form; The number of float and spacing can determine that the upwards uplift pressure that set float is submerged in the water fully and is produced need be greater than the gross weight of float and water conservancy diversion curtain 2 according to the weight of flexible material, and float 1 is by arranging that equidistantly its spacing generally is controlled at 1m~4m.
Water conservancy diversion curtain 2 is a kind of flexible materials, and its adopts has certain tensile strength and the flexible netted or cloth shape facility that blocks water, and its tensile strength should be greater than the value of making a concerted effort of current and tidal wave uplift force; Material can be selected materials such as wire lath, high molecular polymer geotextiles, geomembrane or geo-grid for use, and looks water body environment and add anticorrosion, anti-aging Admixture; Flexible material can and hinder husky performance requirement according to water permeability, selects porous, grid or closing membrane attitude structure.
During use, whole device utilizes the base 3 that is fixed in bottom surface, riverbed (sea bed) to make device can stand the impact of wave, stream on the one hand and is not moved; Utilize the buoyancy of float 1 that water conservancy diversion curtain 2 is produced a pulling force that makes progress on the other hand, water conservancy diversion curtain 2 is able to perpendicular to water (flow) direction stretch-draw, the hole that forces current a part of water body after running into water conservancy diversion curtain 2 to see through water conservancy diversion curtain 2 continues forward, the current of another part then deflect, form vortex in the water conservancy diversion curtain 2 flow path direction side that meets water, thereby change the flow field state in zone, produce large-scale guide functions, the final functions such as clearing sands with converging flow, beach protection and siltation promotion, river course (navigation channel) regulation that realize.
Simultaneously, utilize the distinctive pliability of water conservancy diversion curtain 2 self to make this floating flexible fluid-directing device can adapt to the influence of the fluctuations of water level (tidal level), wave, guarantee that it has good structure adaptability.
Claims (6)
1, a kind of floating flexible fluid-directing device, it includes float (1), water conservancy diversion curtain (2), base (3), it is characterized in that described water conservancy diversion curtain (2) upper limb is connected with float (1), and water conservancy diversion curtain (2) lower edge is fixed in base (3).
2, floating flexible fluid-directing device according to claim 1, it is characterized in that described float (1) is the hollow seal body of floatability in water, the quantity that this float (1) is arranged and spacing are determined greater than the gross weight of float (1) and water conservancy diversion curtain (2) according to the upwards uplift pressure that float (1) is submerged in the water to be produced fully; Described float (1) is arranged continuously or is equidistantly arranged according to the water conservancy diversion direction.
3, floating flexible fluid-directing device according to claim 2 is characterized in that described float (1) is 1~4m by the spacing of equidistant layout.
4, floating flexible fluid-directing device according to claim 1 and 2 is characterized in that the flexible curtain structure that described water conservancy diversion curtain (2) selects for use tensile strength to constitute greater than the making a concerted effort of current and tidal wave uplift force, by porous or grid or closing membrane.
5, floating flexible fluid-directing device according to claim 4 is characterized in that the base (3) that connects under the described water conservancy diversion curtain (2) is the heavy beam of bar shaped or pile or damascene structures.
6, floating flexible fluid-directing device according to claim 5, it is characterized in that being adopting between described water conservancy diversion curtain (2) and the float (1) colligation or winding or welding or bonding connection, described water conservancy diversion curtain (2) and base (3) adopt cast-in-place bury underground or throw bury underground or weld, or be adhesively fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CNU2008201707819U CN201334653Y (en) | 2008-12-25 | 2008-12-25 | Floating-type flexible guiding device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CNU2008201707819U CN201334653Y (en) | 2008-12-25 | 2008-12-25 | Floating-type flexible guiding device |
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CN201334653Y true CN201334653Y (en) | 2009-10-28 |
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CNU2008201707819U Expired - Lifetime CN201334653Y (en) | 2008-12-25 | 2008-12-25 | Floating-type flexible guiding device |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102677627A (en) * | 2012-05-16 | 2012-09-19 | 上海交通大学 | Flexible siltation-promoting scouring-preventing device and installation method thereof |
CN104863097A (en) * | 2014-02-20 | 2015-08-26 | 天津大学 | Flexible sand stop curtain structure |
CN108330931A (en) * | 2018-04-18 | 2018-07-27 | 中交(天津)生态环保设计研究院有限公司 | A kind of fishbone type flexible ecological guiding device |
CN108560494A (en) * | 2018-07-04 | 2018-09-21 | 中交(天津)生态环保设计研究院有限公司 | A kind of fish mouth type flexible ecological prevention device |
CN110984060A (en) * | 2019-12-27 | 2020-04-10 | 中国电建集团中南勘测设计研究院有限公司 | Flexible water-blocking structure |
CN114687384A (en) * | 2022-05-18 | 2022-07-01 | 江苏交水建智能装备研究院有限公司 | Umbrella-shaped thin film steel pipe pile scour prevention structure |
-
2008
- 2008-12-25 CN CNU2008201707819U patent/CN201334653Y/en not_active Expired - Lifetime
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102677627A (en) * | 2012-05-16 | 2012-09-19 | 上海交通大学 | Flexible siltation-promoting scouring-preventing device and installation method thereof |
CN102677627B (en) * | 2012-05-16 | 2014-11-19 | 上海交通大学 | Flexible siltation-promoting scouring-preventing device and installation method thereof |
CN104863097A (en) * | 2014-02-20 | 2015-08-26 | 天津大学 | Flexible sand stop curtain structure |
CN108330931A (en) * | 2018-04-18 | 2018-07-27 | 中交(天津)生态环保设计研究院有限公司 | A kind of fishbone type flexible ecological guiding device |
CN108560494A (en) * | 2018-07-04 | 2018-09-21 | 中交(天津)生态环保设计研究院有限公司 | A kind of fish mouth type flexible ecological prevention device |
CN110984060A (en) * | 2019-12-27 | 2020-04-10 | 中国电建集团中南勘测设计研究院有限公司 | Flexible water-blocking structure |
CN110984060B (en) * | 2019-12-27 | 2021-10-01 | 中国电建集团中南勘测设计研究院有限公司 | Flexible water-blocking structure |
CN114687384A (en) * | 2022-05-18 | 2022-07-01 | 江苏交水建智能装备研究院有限公司 | Umbrella-shaped thin film steel pipe pile scour prevention structure |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20091028 |