CN103015375B - Water retaining device - Google Patents
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- CN103015375B CN103015375B CN201310007397.2A CN201310007397A CN103015375B CN 103015375 B CN103015375 B CN 103015375B CN 201310007397 A CN201310007397 A CN 201310007397A CN 103015375 B CN103015375 B CN 103015375B
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 144
- 230000000903 blocking effect Effects 0.000 claims abstract description 105
- 238000003825 pressing Methods 0.000 claims description 5
- 238000005265 energy consumption Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 230000008901 benefit Effects 0.000 abstract description 3
- 230000002262 irrigation Effects 0.000 abstract description 2
- 238000003973 irrigation Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 12
- 239000010959 steel Substances 0.000 description 12
- 238000000034 method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000009916 joint effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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Abstract
本发明公开了水利设施领域内的一种拦水装置,包括至少一组拦水板,拦水板整体拦阻在河道内,河道两侧设有闸墙,河道底部设有混凝土基础,每组拦水板的背水面一侧与拦水板相对应设有支撑墩,拦水板底部设有滚轮支承在混凝土基础上,拦水板与支撑墩之间设有油缸,油缸缸体铰接在支撑墩上,油缸活塞杆伸出端铰接在拦水板下部;拦水板的背水面一侧还设有铰接杆,铰接杆上端铰接在拦水板上部,铰接杆下端铰接在铰接座上,所述铰接座固定在混凝土基础上。本发明结构强度大,能耗小、操作灵活、可节约投资,可用于水库建设、河道行洪、城市水网管理、农业灌溉等各种水利建设中。
The invention discloses a water blocking device in the field of water conservancy facilities, which comprises at least one group of water blocking boards, the water blocking boards are integrally blocked in the river channel, gate walls are arranged on both sides of the river channel, and a concrete foundation is arranged at the bottom of the river channel. The back side of the water board is provided with a supporting pier corresponding to the water blocking board, the bottom of the water blocking board is provided with rollers supported on the concrete foundation, and an oil cylinder is arranged between the water blocking board and the supporting pier, and the cylinder body is hinged on the supporting pier Above, the extended end of the piston rod of the oil cylinder is hinged at the lower part of the water blocking plate; there is also a hinge rod on the back side of the water blocking plate, the upper end of the hinge rod is hinged on the upper part of the water blocking plate, and the lower end of the hinge rod is hinged on the hinge seat. The hinged seat is fixed on the concrete foundation. The invention has the advantages of high structural strength, low energy consumption, flexible operation and investment saving, and can be used in various water conservancy constructions such as reservoir construction, river flood discharge, urban water network management, agricultural irrigation and the like.
Description
技术领域 technical field
本发明涉及一种水利设施,特别涉及一种河道内用于拦水、放水的装置。 The invention relates to a water conservancy facility, in particular to a device for blocking and releasing water in a river course.
背景技术 Background technique
相比较于传统的平门、弧门、横拉门、三角门等形式的闸门而言,近年来新型闸门层出不穷。中小跨度的闸门领域中,有下卧闸门(有支臂和无支臂下卧门),上翻闸门,一字门等。大跨度闸门领域中的,如护镜门、底横轴翻板门(钢坝)、桁架结构的直升门、无中墩可倒伏钢闸门(专利号: 200810014314.1)、橡胶坝钢闸门(专利申请号:200520087469.X)、钢结构水力自控翻板闸门(专利申请号:201010241022)。从闸门的受力模式和启闭方式上看这些闸门大都是传统闸门的变种。比如,护镜门可以看做是弧门的一种变种;橡胶坝钢闸门可以看做是橡胶坝的一种变种。 Compared with traditional gates such as flat doors, arc doors, horizontal sliding doors, and triangular doors, new types of gates have emerged in an endless stream in recent years. In the field of gates with small and medium spans, there are down gates (with and without arms), upturn gates, and straight gates. In the field of long-span gates, such as protective mirror doors, bottom horizontal-axis flap doors (steel dams), straight-lift doors with truss structures, lodging steel gates without middle piers (patent number: 200810014314.1), rubber dam steel gates (patent Application number: 200520087469.X), steel structure hydraulic automatic control flap gate (patent application number: 201010241022). Most of these gates are variants of traditional gates in terms of the force mode and opening and closing methods of the gates. For example, the mirror door can be regarded as a variant of the arc gate; the rubber dam steel gate can be regarded as a variant of the rubber dam.
现有的底横轴翻板门(钢坝),其门叶连成一个整体,门叶底部经底轴铰接在铰座上,在跨度较大时,要保证整体强度,底轴的直径均比较大,相应的铰座及驱动底轴转动的启闭机的尺寸也比较大,启闭时的能耗也比较高。 In the existing bottom horizontal shaft flap door (steel dam), the door leaf is connected as a whole, and the bottom of the door leaf is hinged on the hinge seat through the bottom shaft. When the span is large, the overall strength must be ensured, and the diameter of the bottom shaft is relatively large. , the size of the corresponding hinge seat and the hoist that drives the bottom shaft to rotate is also relatively large, and the energy consumption during opening and closing is also relatively high.
中国专利数据库中还公开了一种无中墩可倒伏钢闸门,其申请号:200810014314.1,申请日:2008-02-26,公开日:2008-08-13,该装置包括底板,底板连接挡水面板,挡水面板连接至少两个支撑架,支撑架连接在支撑架移动装置,该支撑架移动装置包括滑块和滑道,滑块由油缸驱动,可在滑道内滑动;挡水面板下设有转轴,挡水面板为弧面形,挡水面板的下端连接在柔性活页的一端,柔性活页的另一端与底板连接。该装置的优点在于:结构简单,跨域不受限制,启闭迅速,过流系数比较大。其不足之处在于:柔性活页、底止水更换维修维护比较困难。闸门结构比较单薄,刚度小,容易发生水流受迫震动现象;门前容易产生淤积;闭门时,油缸受力较大。 A lodging steel gate without a central pier is also disclosed in the Chinese patent database, its application number: 200810014314.1, application date: 2008-02-26, publication date: 2008-08-13, the device includes a bottom plate, the bottom plate is connected to retain water The panel, the water retaining panel is connected with at least two support frames, the support frame is connected to the support frame moving device, the support frame moving device includes a slider and a slideway, the slide block is driven by an oil cylinder, and can slide in the slideway; the water retaining panel is provided with There is a rotating shaft, the water retaining panel is arc-shaped, the lower end of the water retaining panel is connected to one end of the flexible leaf, and the other end of the flexible leaf is connected to the base plate. The device has the advantages of simple structure, unrestricted cross-domain, rapid opening and closing, and relatively large flow coefficient. Its weak point is: it is more difficult to replace and maintain the flexible loose-leaf and the bottom water stop. The structure of the gate is relatively thin and the rigidity is small, so it is prone to forced vibration of water flow; sedimentation is easy to occur in front of the gate; when the gate is closed, the force on the cylinder is relatively large.
现有的钢坝为一个整体,尤其是底轴管安装后只能视为一个整体。即便在底轴管的跨中设置伸缩节,在跨度较大时,相邻两个结构单元底板仍然难以分缝,而分缝后土建结构的不均匀沉降会给底轴管带来很大的附加力。所以,当跨度很大时,现有钢坝底轴管的安装精度是一个挑战。 The existing steel dam is a whole, especially the bottom shaft tube can only be regarded as a whole after installation. Even if the expansion joint is set in the middle span of the bottom shaft tube, when the span is large, it is still difficult to split the bottom plates of two adjacent structural units, and the uneven settlement of the civil structure after the split will bring great damage to the bottom shaft tube. additional force. Therefore, when the span is large, the installation accuracy of the existing steel dam bottom shaft tube is a challenge.
发明内容 Contents of the invention
本发明的目的是提供一种拦水装置的技术方案,使闸门启闭方便、结构稳定,安装灵活便捷,同时,可降低制造成本和使用功耗。 The purpose of the present invention is to provide a technical solution of a water blocking device, which makes the gate easy to open and close, stable in structure, flexible and convenient to install, and at the same time, can reduce manufacturing cost and power consumption.
为此,本发明的技术方案如下:一种拦水装置,包括至少一组拦水板,拦水板整体拦阻在河道内,河道两侧设有闸墙,河道底部设有混凝土基础,每组拦水板的背水面一侧与拦水板相对应设有支撑墩,拦水板底部设有滚轮支承在混凝土基础上,拦水板与支撑墩之间设有油缸,油缸两端分别铰接在支撑墩和拦水板下部;所述拦水板的背水面一侧还设有铰接杆,铰接杆上端铰接在拦水板背部,铰接杆下端铰接在铰接座上,所述铰接座固定在混凝土基础上。 For this reason, the technical solution of the present invention is as follows: a water blocking device, including at least one set of water blocking boards, the water blocking boards are integrally blocked in the river channel, gate walls are provided on both sides of the river channel, and concrete foundations are provided at the bottom of the river channel. The back side of the water blocking board is provided with a supporting pier corresponding to the water blocking board, the bottom of the water blocking board is provided with rollers supported on the concrete foundation, and an oil cylinder is arranged between the water blocking board and the supporting pier, and the two ends of the oil cylinder are respectively hinged on the The supporting pier and the lower part of the water blocking board; the back side of the water blocking board is also provided with a hinged rod, the upper end of the hinged rod is hinged on the back of the water blocking board, the lower end of the hinged rod is hinged on the hinged seat, and the hinged seat is fixed on the concrete basically.
该装置工作时,通过驱动油缸的活塞杆伸出和收缩,可驱动拦水板立起和放倒,其立起时,实现拦水,放倒时,实现放水。与现有技术相比,本发明的有益效果在于:该装置给出了一种新型拦水装置的技术方案,其结构上不需要设置底轴,可节约投资,放倒时,拦水板可紧贴在河道底部,流量系数大,拦水板可以单组启闭,也可同时启闭,安装方便,操作灵活,经济实用。拦水板、油缸和铰接杆在闸墙上的正投影呈三角形分布,其结构刚度大,构件受力均匀,在动水中能有效的减少拦水板的受迫震动发生的概率。解决了现有钢坝受力过于集中于底轴、底轴法兰以及拐臂等部件的弊病。拦水板可以形成不同的孔口开度,从而可以无级地调节水流流量。在拦水板打开和关闭的过程中,拦水板自重和水压力可帮助油缸一起实现动作,故平均启闭能耗小。在拦水板立起和放倒时,拦水板的自重和水力的共同作用下,油缸的活塞杆受力有一个临界点,越过此临界点时,油缸活塞杆的受力会在受压和受拉之间转换,相应的启闭能耗会降低;在拦水板立起时,水力可压迫拦水板向下紧贴在混凝土基础上,实现自锁,保证了拦水板不会在水流中翻转,整体上具有一定的溢流能力。该装置节约了底轴、铰座的成本,其造价低廉、投资少。可用于水库建设、河道行洪、城市水网管理、农业灌溉等各种水利建设中。 When the device is working, the water blocking plate can be driven to stand up and down by driving the piston rod of the oil cylinder to stretch out and shrink. Compared with the prior art, the beneficial effect of the present invention is that the device provides a technical solution for a new type of water blocking device, which does not need to be provided with a bottom shaft in its structure, which can save investment, and when it is laid down, the water blocking plate can be Close to the bottom of the river, the flow coefficient is large, the water blocking plate can be opened and closed in a single group, and can also be opened and closed at the same time, easy to install, flexible to operate, economical and practical. The orthographic projection of the water blocking plate, the oil cylinder and the hinged rod on the gate wall is in a triangular distribution. The structural rigidity is large, and the components are evenly stressed, which can effectively reduce the probability of forced vibration of the water blocking plate in moving water. It solves the disadvantage that the stress of the existing steel dam is too concentrated on the bottom shaft, bottom shaft flange, crank arm and other components. The water blocking plate can form different orifice openings, so that the water flow can be adjusted steplessly. In the process of opening and closing the water blocking plate, the weight of the water blocking plate and the water pressure can help the oil cylinder to move together, so the average energy consumption of opening and closing is small. When the water blocking plate is erected and laid down, under the joint action of the self-weight of the water blocking plate and the hydraulic force, there is a critical point for the force on the piston rod of the oil cylinder. When this critical point is crossed, the force on the piston rod of the oil cylinder will be under pressure When switching between tension and tension, the corresponding opening and closing energy consumption will be reduced; when the water blocking plate is erected, the water force can compress the water blocking plate to stick to the concrete foundation downward, realizing self-locking, ensuring that the water blocking plate will not Turning over in the water flow, it has a certain overflow capacity as a whole. The device saves the cost of the bottom shaft and hinge seat, and has low cost and less investment. It can be used in various water conservancy constructions such as reservoir construction, river flood discharge, urban water network management, and agricultural irrigation.
作为本发明的进一步改进,所述每组拦水板对应有一只油缸和两根铰接杆,油缸设置在拦水板中部,两根铰接杆的四个铰接点呈三角形或梯形设置,两根铰接杆的下部的铰接点位置分设在油缸两侧。该技术方案可使拦水板、铰接杆和油缸呈空间三角形布置,进一步增强拦水板的稳定性,避免其在河道的宽度方向上移位。 As a further improvement of the present invention, each set of water blocking plates corresponds to an oil cylinder and two hinged rods, the oil cylinder is arranged in the middle of the water blocking plate, the four hinge points of the two hinged rods are arranged in a triangle or trapezoidal shape, and the two hinged The hinge point positions of the lower part of the rod are respectively arranged on both sides of the oil cylinder. The technical scheme can make the water blocking plate, the hinged rod and the oil cylinder arranged in a triangular space, further enhance the stability of the water blocking plate, and avoid its displacement in the width direction of the river channel.
作为本发明的一种技术方案,所述每组拦水板对应有两只油缸和一根铰接杆,铰接杆位于拦水板的中部,油缸分设在铰接杆两侧。工作时,油缸可同步驱动拦水板启闭,其具有结构简单的优点。 As a technical solution of the present invention, each set of water blocking plates corresponds to two oil cylinders and a hinged rod, the hinged rod is located in the middle of the water blocking plate, and the oil cylinders are respectively arranged on both sides of the hinged rod. When working, the oil cylinder can synchronously drive the opening and closing of the water blocking plate, which has the advantage of simple structure.
为进一步保证滚轮运动可靠,所述混凝土基础上与滚轮相对应嵌装有滚轮轨道。滚轮轨道可避免磨损,也可通过滚轮轨道给拦水板定位,防止其窜动位置。 In order to further ensure the reliable movement of the rollers, roller tracks are embedded on the concrete foundation corresponding to the rollers. The roller track can avoid wear and tear, and the water blocking plate can also be positioned by the roller track to prevent its shifting position.
作为本发明的进一步改进,所述拦水板的迎水面下部设有底止水件,所述底止水件包括固定在拦水板上的压板和橡胶板,橡胶板设置在压板和拦水板之间,橡胶板下端向下伸出于拦水板外。在拦水板立起时,水压可直接将橡胶板压靠在混凝土基础上,实现密封,可防止拦水板底部漏水;当拦水板放倒时,橡胶板可脱离混凝土基础,拦水板底部与混凝土基础之间留有一定的间隙,部分淤泥、垃圾可被水流冲走,拦水板底部不会淤塞。 As a further improvement of the present invention, a bottom water stop is provided on the lower part of the water blocking plate, and the bottom water stop includes a pressing plate and a rubber plate fixed on the water blocking plate, and the rubber plate is arranged between the pressing plate and the water blocking plate Between, the lower end of the rubber plate protrudes downwards outside the water blocking plate. When the water blocking board is erected, the water pressure can directly press the rubber sheet against the concrete foundation to achieve a seal, which can prevent water leakage at the bottom of the water blocking board; when the water blocking board is down, the rubber board can be separated from the concrete foundation to block water There is a certain gap between the bottom of the slab and the concrete foundation, part of the silt and garbage can be washed away by the water flow, and the bottom of the water blocking slab will not be silted up.
为避免较大的物体随水流而下撞击拦水板,所述拦水板迎水面一侧的混凝土基础上设限位装置,所述限位装置突出于混凝土基础表面外。限位装置一方面可限制挡水板的下端的运动极限位置,另一方面还可阻挡河道内的垃圾,此外,还可承受来流中较大物体的撞击,消减其冲击力,避免撞坏拦水板。 In order to prevent larger objects from colliding with the water-stopping board with the water flow, a limiting device is provided on the concrete foundation on the water-facing side of the water-stopping board, and the limiting device protrudes from the surface of the concrete foundation. On the one hand, the limit device can limit the movement limit position of the lower end of the baffle, and on the other hand, it can also block the garbage in the river. In addition, it can also withstand the impact of larger objects in the incoming flow, reduce its impact force, and avoid damage Water barrier.
为进一步保证密封,防止拦水板之间、拦水板和闸墙之间漏水,在相邻组拦水板之间、边侧的拦水板与闸墙之间设有侧止水件。 In order to further ensure the sealing and prevent water leakage between the water blocking boards and between the water blocking boards and the gate wall, side water stoppers are provided between the adjacent groups of water blocking boards and between the side water blocking boards and the gate wall.
附图说明 Description of drawings
图1为本发明的主视图。 Fig. 1 is the front view of the present invention.
图2为本发明的俯视图。 Figure 2 is a top view of the present invention.
图3为本发明的左视图。 Fig. 3 is a left view of the present invention.
图4为图3中A的局部放大图。 FIG. 4 is a partially enlarged view of A in FIG. 3 .
图5为拦水板从立起到放倒时的油缸活塞杆受力关系流程图。 Fig. 5 is a flow chart of the force relationship of the piston rod of the oil cylinder when the water blocking plate is from standing up to down.
图6为油缸活塞杆受力与位移关系图。 Figure 6 is a diagram of the relationship between force and displacement of the piston rod of the oil cylinder.
其中,1闸墙,2拦水板,3铰接杆,4支撑墩,5混凝土基础,6限位装置,7油缸,8滚轮,9橡胶板,10压板,11铰接座。 Among them, 1 gate wall, 2 water blocking board, 3 hinge rod, 4 support pier, 5 concrete foundation, 6 limit device, 7 oil cylinder, 8 roller, 9 rubber plate, 10 pressure plate, 11 hinged seat.
具体实施方式 Detailed ways
如图1-4所示,为一种拦水装置,包括若干组拦水板2,每组拦水板2由钢面板与钢梁焊接而成;拦水板整体拦阻在河道内,河道两侧设有闸墙1,河道底部设有混凝土基础5,相邻组拦水板之间、边侧的拦水板与闸墙1之间设有侧止水件;每组拦水板2的背水面一侧与拦水板相对应设有支撑墩4,拦水板2底部设有滚轮8支承在混凝土基础5上,拦水板2与支撑墩4之间设有油缸7,油缸缸体铰接在支撑墩4上,油缸活塞杆伸出端铰接在拦水板2下部;拦水板的背部还设有铰接杆3,铰接杆3上端铰接在拦水板2背面上部,铰接杆3下端铰接在铰接座11上,铰接座11固定在混凝土基础5上;每组拦水板2对应有一只油缸7和两根铰接杆3,油缸7设置在拦水板2中部,两根铰接杆3的四个铰接点呈三角形,也可以呈梯形设置,当上部的铰接点连在一起时,即成三角形,分开时,即为梯形设置;两根铰接杆3的下部的铰接点位置分设在油缸7两侧。拦水板2的迎水面下部设有底止水件,底止水件包括固定在拦水板2上的压板10和橡胶板9,橡胶板9设置在压板10和拦水板2之间,橡胶板9下端向下伸出于拦水板2外。拦水板迎水面一侧的混凝土基础5上设有若干限位装置6,限位装置6突出于混凝土基础5表面外。 As shown in Figure 1-4, it is a water blocking device, including several groups of water blocking boards 2, and each group of water blocking boards 2 is welded by steel panels and steel beams; A gate wall 1 is provided on the side, and a concrete foundation 5 is provided at the bottom of the river channel. Side water stoppers are provided between adjacent groups of water blocking boards, and between the side water blocking boards and the gate wall 1; each group of water blocking boards 2 On the back side of the water surface, there is a supporting pier 4 corresponding to the water blocking board. The bottom of the water blocking board 2 is provided with a roller 8 supported on the concrete foundation 5. An oil cylinder 7 is arranged between the water blocking board 2 and the supporting pier 4. The oil cylinder body Hinged on the support pier 4, the extended end of the piston rod of the oil cylinder is hinged on the lower part of the water blocking plate 2; the back of the water blocking plate is also provided with a hinged rod 3, the upper end of which is hinged on the upper part of the back of the water blocking plate 2, and the lower end of the hinged rod 3 Hinged on the hinged seat 11, the hinged seat 11 is fixed on the concrete foundation 5; each set of water blocking boards 2 corresponds to an oil cylinder 7 and two hinged rods 3, the oil cylinder 7 is arranged in the middle of the water blocking board 2, and the two hinged rods 3 The four hinge points are triangular or trapezoidal. When the upper hinge points are connected together, they form a triangle. When they are separated, they are trapezoidal. 7 sides. The lower part of the water-resisting surface of the water-stopping plate 2 is provided with a bottom water-stopping part, which includes a pressing plate 10 and a rubber plate 9 fixed on the water-stopping plate 2, and the rubber plate 9 is arranged between the pressure plate 10 and the water-blocking plate 2, and the rubber plate 9 lower ends protrude downwards outside the water blocking plate 2. The concrete foundation 5 on the water-facing side of the water blocking plate is provided with a number of limiting devices 6 , and the limiting devices 6 protrude from the surface of the concrete foundation 5 .
该装置工作时,通过驱动油缸7的活塞杆伸出和收缩,可驱动拦水板2立起和放倒,其立起时,实现拦水,放倒时,实现放水。拦水板从立起到放倒时,油缸活塞杆的受力可如图5所示,水对拦水板的推力F1大致垂直于拦水板表面,来自于铰接杆上的反作用力F2和来自于油缸活塞杆上的作用力F3的合力与F1相抵消,初始时,F3为推力,在临界点时,F1与F2异向且相等,F3为零,在越过临界点后,F3变为拉力。图6可显示活塞杆受力的全部过程。上述过程中,油缸的受力较小,驱动容易,能耗较低。这就是本发明具有节能效果的原因。 During this device work, stretch out and contract by the piston rod of driving oil cylinder 7, can drive water blocking plate 2 to stand up and put down, when it stands up, realizes blocking water, when putting down, realizes releasing water. When the water-blocking plate is from standing to laying down, the force on the piston rod of the cylinder can be shown in Figure 5. The thrust F1 of the water on the water-blocking plate is roughly perpendicular to the surface of the water-blocking plate, which comes from the reaction force F2 on the hinge rod and The resultant force of the force F3 from the piston rod of the oil cylinder cancels out F1. Initially, F3 is the thrust. At the critical point, F1 and F2 are opposite and equal, and F3 is zero. After crossing the critical point, F3 becomes pull. Figure 6 can show the whole process of the piston rod being stressed. In the above process, the force of the oil cylinder is small, the driving is easy, and the energy consumption is low. This is why the present invention has an energy-saving effect.
本发明并不局限于上述实施例,在本发明公开的技术方案的基础上,本领域的技术人员根据所公开的技术内容,不需要创造性的劳动就可以对其中的一些技术特征作出一些替换和变形,这些替换和变形均在本发明的保护范围内。例如每组拦水板对应有两只油缸和一根铰接杆,铰接杆位于拦水板的中部,油缸分设在铰接杆两侧;此外,可在混凝土基础上与滚轮相对应嵌装滚轮轨道。上述拦水板也可以设置一组,也可以将多组连接在一起形成一个整体。其可不受河道宽度的限制,可自由设置任意多组。 The present invention is not limited to the above-mentioned embodiments. On the basis of the technical solutions disclosed in the present invention, those skilled in the art can make some replacements and modifications to some of the technical features according to the disclosed technical content without creative work. Deformation, these replacements and deformations are all within the protection scope of the present invention. For example, there are two oil cylinders and a hinged rod corresponding to each group of water blocking boards. The hinged rod is located in the middle of the water blocking board, and the oil cylinders are respectively arranged on both sides of the hinged rod. In addition, roller tracks can be embedded on the concrete foundation corresponding to the rollers. One set of the above-mentioned water blocking plates can also be provided, and multiple sets can also be connected together to form a whole. It is not limited by the width of the river channel, and any number of groups can be freely set.
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| CN201310007397.2A CN103015375B (en) | 2013-01-09 | 2013-01-09 | Water retaining device |
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| CN103306247B (en) * | 2013-06-09 | 2015-10-14 | 王辉 | Water conservancy view active catch dam |
| CN103485307B (en) * | 2013-09-30 | 2016-03-02 | 苏州大学 | One blocks water device |
| CN105603931B (en) * | 2016-02-22 | 2017-07-14 | 中国水利水电科学研究院 | Wave resistance unit |
| CN106284206B (en) * | 2016-09-07 | 2019-01-11 | 刘喆 | A kind of multi-functional anti-flood wall of water conservancy |
| CN115162295B (en) * | 2021-04-06 | 2024-05-17 | 浙江华东工程建设管理有限公司 | Safety protection net for tunnel construction of hidden culvert |
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| CN201050053Y (en) * | 2007-05-17 | 2008-04-23 | 张明 | Waterpower hydraulic pressure interaction flap gate |
| KR101099018B1 (en) * | 2009-05-12 | 2011-12-28 | 방장요 | Hydraulic Automatic Conduction Hydrograph |
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