CN201334653Y - Floating flexible diversion device - Google Patents
Floating flexible diversion device Download PDFInfo
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- 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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- 238000007667 floating Methods 0.000 title claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 42
- 238000003466 welding Methods 0.000 claims description 4
- 239000012528 membrane Substances 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 2
- 230000002153 concerted effect Effects 0.000 claims 1
- 210000001364 upper extremity Anatomy 0.000 claims 1
- 239000004576 sand Substances 0.000 abstract description 13
- 230000033228 biological regulation Effects 0.000 abstract description 4
- 230000008859 change Effects 0.000 abstract description 3
- 230000007246 mechanism Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 238000007789 sealing Methods 0.000 abstract description 3
- 230000008569 process Effects 0.000 abstract description 2
- 230000001151 other effect Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 9
- 239000013049 sediment Substances 0.000 description 5
- 238000004873 anchoring Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 238000009991 scouring Methods 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000003712 anti-aging effect Effects 0.000 description 1
- 230000000703 anti-shock Effects 0.000 description 1
- 238000009739 binding Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
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- 230000001105 regulatory effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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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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Abstract
一种浮式柔性导流装置,它包括有浮子、导流幕布、底座,所述的导流幕布上缘连接有浮子,而导流幕布下缘固定于底座;所述的浮子为可漂浮在水中的空心密封体,该浮子布置的数量与间距按照浮子完全淹没于水中所产生的向上浮托力大于浮子与导流幕布的总重量来确定;所述的浮子根据导流方向连续布置或等间距布置;所述的浮子按等间距布置的间距为1~4m;所述的导流幕布选用抗拉强度大于水流与潮波上托力的合力、由多孔或是网格或是封闭膜构成的柔性幕布结构;它具有造价低廉,工艺简单,有利于生态环境的保护,不影响行洪安全,能通过导流的机理来改变整个流场,实现束水攻沙、保滩促淤、河道(航道)整治等效果,有良好的稳定性与适应性等特点。
A floating flexible diversion device, which includes a float, a diversion curtain, and a base, the upper edge of the diversion curtain is connected with a float, and the lower edge of the diversion curtain is fixed to the base; the float can float on For a hollow sealing body in water, the number and spacing of the floats are determined according to the fact that the upward buoyancy force generated by the floats completely submerged in the water is greater than the total weight of the floats and the diversion curtain; the floats are arranged continuously or equal to the direction of diversion Arranged at intervals; the floats are arranged at equal intervals at a distance of 1 to 4m; the diversion curtain is selected to have a tensile strength greater than the resultant force of the water flow and the supporting force of the tidal wave, and is composed of porous or grid or closed film The flexible curtain structure; it has low cost, simple process, is conducive to the protection of the ecological environment, does not affect the safety of flood flow, can change the entire flow field through the mechanism of diversion, and realizes water beaming and sand attack, beach protection and silting, and river channel (Wayway) regulation and other effects, and has the characteristics of good stability and adaptability.
Description
技术领域 technical field
本实用新型涉及一种水利、水运行业领域导流的装置,尤其是用于改变河道、海域的局部水流流态从而实现束水攻沙、保滩促淤、河道(航道)整治的浮式柔性导流装置。The utility model relates to a diversion device in the field of water conservancy and water transportation industry, in particular to a floating flexible device for changing the flow state of local water flow in river courses and sea areas so as to realize sand attack by beaming water, beach protection and silting promotion, and river course (waterway) regulation. deflector.
背景技术 Background technique
水利、水运行业中常采用工程措施改变水流(潮流)、泥沙运动轨迹,以实现滩地促淤、河道(航道)整治等功能。然而目前这些工程措施多采用刚性材料修筑,诸如石块、沙袋、混凝土、钢构等,典型的断面结构如图3,图中所示的标号4是所述的刚性材料;这种工程措施不仅造价高昂,断面占用水域面积大,而且稍有不慎将对周围生态环境造成较大破坏,补救困难。因此,工程界一直在探索更加简便轻巧、造价低廉的导流装置。In the water conservancy and water transportation industries, engineering measures are often used to change the water flow (tide) and the trajectory of sediment movement, so as to realize the functions of promoting siltation on the beach and regulating rivers (waterways). Yet at present these engineering measures are mostly built with rigid materials, such as stones, sandbags, concrete, steel structures, etc. The typical cross-sectional structure is shown in Figure 3, and the
经对现有技术文献的检索发现,中国发明专利公开号CN 1687530A,公开日为2005年10月26日,发明专利申请号200510026599.7,发明名称为:河床与海床泥沙截留、促淤积防冲刷的装置,该专利是一种将泥沙减速并就地截留实现滩面淤积、防止冲刷的装置,它包括浮帘、浮体、过沙窗口、锚定构件,浮体设在浮帘上缘,过沙窗口设在浮帘的底部,锚定构件设在浮帘下缘。使用时,通过浮帘与过沙窗口的共同作用,在浮帘背水面形成横向旋涡,使得上游来沙的底沙在通过过沙窗口后被截留,从而达到泥沙截留、促淤积防冲刷的目的。它的不足之处是:1)由于底部设置了过沙窗口,在强涌潮动力河口、海域及含沙量较低的海区,泥沙不容易在过沙窗口背水面的旋涡中沉积,实现不了泥沙截留目的;2)由于浮帘是整体性的连接于浮体和锚定构件上,过沙窗口设置于浮帘的下方,造成了浮帘的局部抗拉强度急剧降低,浮体在波浪及涌潮作用下产生向上的拉力,极易在过沙窗口处产生撕裂破坏;3)该装置产生的促淤效果仅在浮帘背水面的一个较小范围内,而且是以一种局部沙坎的形式存在,从根本上解决不了防冲刷的目的。After searching the existing technical literature, it is found that the Chinese invention patent publication number CN 1687530A, the publication date is October 26, 2005, the invention patent application number 200510026599.7, and the invention name is: riverbed and seabed sediment retention, sedimentation promotion and anti-scouring The device of the patent is a device that decelerates sand and intercepts it on the spot to realize beach sedimentation and prevent erosion. It includes a floating curtain, a floating body, a sand window, and an anchoring member. The sand window is arranged at the bottom of the floating curtain, and the anchoring member is arranged at the lower edge of the floating curtain. When in use, through the joint action of the floating curtain and the sand-passing window, a horizontal vortex is formed on the back water surface of the floating curtain, so that the bottom sand from the upstream is intercepted after passing through the sand-passing window, so as to achieve the purpose of sediment retention, deposition promotion and anti-scouring Purpose. Its disadvantages are: 1) due to the sand-passing window at the bottom, in strong tidal dynamic estuaries, sea areas and sea areas with low sediment content, sediment is not easy to deposit in the vortex on the back surface of the sand-passing window, realizing 2) Since the floating curtain is integrally connected to the floating body and the anchoring member, the sand passage window is set under the floating curtain, which causes the local tensile strength of the floating curtain to decrease sharply, and the floating body Under the action of tidal surge, the upward pulling force is generated, which is very easy to cause tearing and damage at the sand passing window; 3) The silting effect produced by the device is only in a small range on the back water surface of the floating curtain, and it is based on a local sand The existence of ridges cannot fundamentally solve the purpose of anti-scouring.
发明内容 Contents of the invention
本实用新型的目的在于克服上述现有技术中存在的缺点,而提供一种浮式柔性导流装置,该装置是通过改变大范围的水流(潮流)运动轨迹为机理,进而实现改变河道、海洋的流场状态,实现束水攻沙、保滩促淤、河道(航道)整治等功能。The purpose of the utility model is to overcome the above-mentioned shortcomings in the prior art, and provide a floating flexible diversion device, which is based on the mechanism of changing the movement track of a large-scale water flow (tide), and then realizes the change of the flow of rivers, oceans, etc. The state of the flow field realizes functions such as water beam attacking sand, beach protection and sedimentation promotion, and river (waterway) regulation.
本实用新型采用的技术方案是:它包括有浮子、导流幕布、底座,所述的导流幕布上缘连接有浮子,而导流幕布下缘固定于底座。The technical scheme adopted by the utility model is: it includes a float, a diversion curtain and a base, the upper edge of the diversion curtain is connected with a float, and the lower edge of the diversion curtain is fixed on the base.
所述的浮子为可漂浮在水中的空心密封体,该浮子布置的数量与间距按照浮子完全淹没于水中所产生的向上浮托力大于浮子与导流幕布的总重量来确定;所述的浮子根据导流方向连续布置或等间距布置。The float is a hollow sealing body that can float in water, and the number and spacing of the float are determined according to the fact that the upward buoyancy force generated by the float completely submerged in the water is greater than the total weight of the float and the diversion screen; the float Arranged continuously or at equal intervals according to the flow direction.
所述的浮子按等间距布置的间距为1~4m。Said floats are arranged at equal intervals at intervals of 1-4m.
所述的导流幕布选用抗拉强度大于水流与潮波上托力的合力、由多孔或是网格或是封闭膜构成的柔性幕布结构。The diversion curtain is selected from a flexible curtain structure whose tensile strength is greater than the resultant force of the water flow and the upward force of the tidal wave, and which is composed of holes, grids or closed membranes.
所述的导流幕布下连的底座为条形重梁或是桩柱或是嵌入式结构。The bottom connection base of the diversion curtain is a bar-shaped heavy beam or a pile or an embedded structure.
所述的导流幕布与浮子之间采用绑扎、或缠绕、或焊接、或粘合连接,所述的导流幕布与底座采用现浇埋设、或抛埋设、或焊接,或粘合固定。The diversion curtain and the float are connected by binding, or winding, welding, or adhesive connection, and the diversion curtain and the base are fixed by cast-in-place embedding, throw embedding, welding, or adhesive bonding.
本实用新型的有益效果是:1)造价低廉,工艺简单,有利于生态环境的保护;2)不影响行洪安全;3)通过导流的机理来改变整个流场,实现束水攻沙、保滩促淤、河道(航道)整治等效果,具有良好的稳定性;4)结构具有很好的柔韧性,适应变形能力强;5)适用于涌潮动力及波浪动力强劲的河口海岸区域,自身结构稳定性能优越。The beneficial effects of the utility model are: 1) the cost is low, the process is simple, and it is beneficial to the protection of the ecological environment; 2) the safety of flood discharge is not affected; 3) the entire flow field is changed through the mechanism of diversion, so as to achieve the purpose of beaming water to attack sand, 4) The structure has good flexibility and strong ability to adapt to deformation; 5) It is suitable for estuary coastal areas with strong tidal and wave dynamics, Its own structural stability is superior.
附图说明 Description of drawings
图1是本实用新型所述浮式柔性导流装置纵剖面结构示意图。Fig. 1 is a structural schematic diagram of the longitudinal section of the floating flexible diversion device of the present invention.
图2是本实用新型所述的浮式柔性导流装置横剖面结构示意图。Fig. 2 is a schematic diagram of the cross-sectional structure of the floating flexible diversion device described in the present invention.
图3是现有技术的刚性导流装置断面结构图。Fig. 3 is a cross-sectional structure diagram of a rigid flow guiding device in the prior art.
具体实施方式 Detailed ways
下面将结合附图对本实用新型做详细的介绍:附图1、2所示,本实用新型所述的浮式柔性导流装置,包括浮子1、导流幕布2、底座3,其特征是:导流幕布2上缘连接浮子1,导流幕布2下缘固定于底座3。浮子1为空心密封体,导流幕布2是网格构造,底座3采用条形重梁。浮子1与导流幕布2之间采用焊接连接,导流幕布2与底座3采用现浇埋设固定。The utility model will be described in detail below in conjunction with the accompanying drawings: as shown in accompanying
所述的浮子1可采用水中浮力大于自重的可漂浮设施;材质可选择木材、金属、高分子聚合物材料等;浮子形状可为多边形、圆形或曲面体形式;浮子的个数及间距可根据柔性材料的重量确定,所设浮子完全淹没于水中所产生的向上浮托力需大于浮子与导流幕布2的总重量,浮子1按等间距布置,其间距一般控制在1m~4m。The buoy 1 can be a floating facility with buoyancy greater than its own weight in water; the material can be selected from wood, metal, polymer materials, etc.; the shape of the buoy can be polygonal, circular or curved; the number and spacing of the buoys can be adjusted. According to the weight of the flexible material, the upward buoyancy force generated by the set float completely submerged in the water must be greater than the total weight of the float and the
导流幕布2是一种柔性材料,它采用具有一定的抗拉强度及柔韧性的网状或布状阻水设施,其抗拉强度应大于水流及潮波上托力的合力值;材质可选用金属网、高分子聚合物土工布、土工膜或土工格栅等材料,并视水体环境添加防腐、防老化外加剂;柔性材料可根据透水性及阻沙性能要求,选择多孔、网格或封闭膜态结构。The
底座3为固定浮式柔性导流装置的设施,需要求有足够的水中稳定重量,并根据使用时的自然条件具备一定的抗冲、抗波浪性能;材质可选择砼、金属、石块、充泥(砂)袋等;形态可为条形、桩柱或嵌入式结构。The
使用时,整个装置一方面利用固定于河床(海床)底面的底座3使得装置能够经受浪、流的冲击而不发生移动;另一方面利用浮子1的浮力对导流幕布2产生一个向上的拉力,使导流幕布2得以垂直于水流方向张拉,迫使水流在遇到导流幕布2后一部分水体透过导流幕布2的孔隙继续向前,另一部分的水流则发生偏转,在导流幕布2迎水流方向侧形成涡旋,从而改变区域的流场状态,产生大范围的导流作用,最终实现实现束水攻沙、保滩促淤、河道(航道)整治等功能。During use, on the one hand, the whole device utilizes the
同时,利用导流幕布2自身特有的柔韧性使得该浮式柔性导流装置能够适应水位(潮位)、波浪的起伏变化的影响,保证其具有很好的结构适应性。At the same time, the unique flexibility of the
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201707819U CN201334653Y (en) | 2008-12-25 | 2008-12-25 | Floating flexible diversion device |
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| Application Number | Priority Date | Filing Date | Title |
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| CNU2008201707819U CN201334653Y (en) | 2008-12-25 | 2008-12-25 | Floating flexible diversion device |
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| CN201334653Y true CN201334653Y (en) | 2009-10-28 |
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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 anti-scouring device for promoting sedimentation and its installation method |
| 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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