CN110847128A - A kind of retaining dam and method for regulating water flow - Google Patents
A kind of retaining dam and method for regulating water flow Download PDFInfo
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- CN110847128A CN110847128A CN201911144795.2A CN201911144795A CN110847128A CN 110847128 A CN110847128 A CN 110847128A CN 201911144795 A CN201911144795 A CN 201911144795A CN 110847128 A CN110847128 A CN 110847128A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 152
- 238000000034 method Methods 0.000 title claims abstract description 30
- 230000001105 regulatory effect Effects 0.000 title claims abstract description 9
- 238000009423 ventilation Methods 0.000 claims abstract description 90
- 230000001276 controlling effect Effects 0.000 claims abstract description 13
- 230000007306 turnover Effects 0.000 claims abstract description 7
- 238000005086 pumping Methods 0.000 claims description 12
- 230000008569 process Effects 0.000 claims description 8
- 239000004576 sand Substances 0.000 claims description 7
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 238000011144 upstream manufacturing Methods 0.000 claims description 3
- 238000007599 discharging Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 5
- 239000013049 sediment Substances 0.000 description 5
- 230000007423 decrease Effects 0.000 description 4
- 238000000605 extraction Methods 0.000 description 4
- 230000008439 repair process Effects 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000007872 degassing Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 210000003437 trachea Anatomy 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/40—Swinging or turning gates
- E02B7/42—Gates of segmental or sector-like shape with horizontal axis
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/50—Floating gates
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/54—Sealings for gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
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- Engineering & Computer Science (AREA)
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Abstract
Description
技术领域technical field
本发明涉及拦水坝技术领域,尤其是涉及一种拦水坝及其调控水流的方法。The invention relates to the technical field of dams, in particular to a dam and a method for regulating water flow.
背景技术Background technique
拦水坝,建设在水下的挡水建筑,使用过过程中,主要是通过升降拦水坝上的闸门的高度,来调节过水高度实现蓄水和泄洪等功能。Dam, a water retaining structure built under water, in the process of use, mainly by raising and lowering the height of the gate on the dam to adjust the height of the water to realize the functions of water storage and flood discharge.
现阶段,通常是采用液压缸、气压缸、以及气囊浮力来控制闸门的升降高低的;这样的方式还存在一些问题:At this stage, hydraulic cylinders, pneumatic cylinders, and airbag buoyancy are usually used to control the height of the gate; there are still some problems with this method:
1、采用液压缸和气压缸的驱动方式,能耗较大,且通常是安装在闸门的下方,不方便进行维护和维修。1. The driving method of hydraulic cylinder and pneumatic cylinder is used, which consumes a lot of energy, and is usually installed under the gate, which is inconvenient for maintenance and repair.
2、采用气囊充气和抽气的方式来控制闸门高度的方式,由于气囊是柔性结构,其在水下容易变形的存在不稳定的问题,其次气囊外露容易破损。2. The height of the gate is controlled by inflating and degassing the air bag. Since the air bag is a flexible structure, it is easy to deform under water, and there is an unstable problem. Secondly, the air bag is exposed and easily damaged.
发明内容SUMMARY OF THE INVENTION
针对现有技术存在的不足,本发明的目的在于提供一种拦水坝及其调控水流的方法。Aiming at the deficiencies of the prior art, the purpose of the present invention is to provide a dam and a method for regulating water flow.
本发明的技术方案是这样实现的:一种拦水坝,包括坝体、转动设置在坝体上的闸门,其特征在于:所述闸门上安装有用于驱动闸门在坝体上翻转的动力单元;该动力单元包括设置在闸门上用于水气交换的换气腔以及用于对换气腔内进行水气交换的换气装置,所述换气腔通过内部水气交换来控制闸门在水中的翻转。The technical scheme of the present invention is achieved as follows: a dam, comprising a dam body and a gate that is rotatably arranged on the dam body, characterized in that: a power unit for driving the gate to be turned over on the dam body is installed on the gate; The power unit includes a ventilation chamber arranged on the gate for water and gas exchange and a ventilation device for performing water and gas exchange in the ventilation cavity, and the ventilation cavity controls the flow of the gate in water through internal water and gas exchange. flip.
优选为:所述换气装置包括安装在闸门上且用于通过向换气腔进行充气或抽气来控制换气腔内水气交换的换气部。Preferably, the ventilation device includes a ventilation part installed on the shutter and used to control the water-air exchange in the ventilation cavity by inflating or pumping air into the ventilation cavity.
优选为:所述换气装置还包括安装在闸门上且用于通过向换气腔进行充水或抽水来控制换气腔内水气交换的换水部。Preferably, the ventilation device further comprises a water exchange part installed on the gate and used to control the water and gas exchange in the ventilation cavity by filling or pumping water into the ventilation cavity.
优选为:所述换气部包括设置在闸门顶部的抽气组件和充气组件以及设置在闸门下部的排水口;所述排水口上安装有截止阀。Preferably, the ventilation part includes an air suction component and an inflation component arranged on the top of the gate, and a water outlet arranged on the lower part of the sluice; a stop valve is installed on the water outlet.
优选为:所述抽气组件包括空压机、进气管以及设置在进气管上用于控制进气管通断的截止阀;所述空压机安装在所述坝体上;其输出口通过进气管与换气腔连通。Preferably, the air extraction assembly includes an air compressor, an air intake pipe, and a shut-off valve arranged on the air intake pipe to control the opening and closing of the air intake pipe; the air compressor is installed on the dam body; The trachea communicates with the ventilation chamber.
优选为:所述充气组件包括设置在所述空压机上的出气管;所述出气管上安装有用于控制出气管通断的泄气阀。Preferably, the inflatable assembly includes an air outlet pipe arranged on the air compressor; the air outlet pipe is provided with a relief valve for controlling the on-off of the air outlet pipe.
优选为:所述出气管上安装有控制出气管流量大小的比例阀。Preferably, the air outlet pipe is provided with a proportional valve for controlling the flow rate of the air outlet pipe.
优选为:所述换水部包括抽水总成和排水总成以及设置在闸门上的排气口;所述排气口上安装有用于控制排气口内气流通断的止压阀。Preferably, the water exchange part includes a water pumping assembly, a draining assembly and an exhaust port arranged on the gate; a pressure check valve for controlling the flow of air in the exhaust port is installed on the exhaust port.
优选为:所述抽水总成包括抽水泵和吸水管;所述抽水泵安装在闸门的底部,且该抽水泵输入口向外;所述抽水泵的输出口通过所述吸水管与闸门上的换气腔连通。Preferably: the water pumping assembly includes a suction pump and a suction pipe; the suction pump is installed at the bottom of the gate, and the input port of the suction pump is outward; the output port of the suction pump passes through the suction pipe and the gate on the gate. The ventilation chamber is communicated.
优选为:所述排水总成包括排水泵和排水管;所述排水泵安装在换气腔底部的内壁上,且该排水泵输入口在换气腔内部;所述排水泵的输出口与所述排水管的一端连通;所述排水管的另一端穿出换气腔的底壁向闸门外延伸。Preferably, the drainage assembly includes a drainage pump and a drainage pipe; the drainage pump is installed on the inner wall of the bottom of the ventilation cavity, and the input port of the drainage pump is inside the ventilation cavity; the output port of the drainage pump is connected to the ventilation cavity. One end of the drain pipe is connected; the other end of the drain pipe penetrates the bottom wall of the ventilation chamber and extends to the outside of the gate.
通过上述技术方案,首先采用水汽交换的方式进行驱动阀门进行翻转,这样的方式可以解决传统的采用液压缸和气压缸的驱动方式,能耗较大以及采用气囊充气和抽气的方式来控制闸门高度的方式,由于气囊是柔性结构,其在水下容易变形的存在不稳定的问题;节约能源和人力;并且提高闸门的稳定性以及安全性;通过将水气交换的装置设置成换气部、换水部乃至换气部和换水部相结合的方式进行水气转换;换气部的可以通过充气组件将气体压缩进换气腔中,此时,打开排水口上的截止阀,换气腔中的气体将水沿着排出口压出,直到内部充满气体,闸门上浮,此过程中,闸门的上浮高度可以根据充气组件的出水量控制闸门上浮高度,由于出水量壁风量好控制,上浮高度控制更加精确,上浮速度可以通过充气组件的充气速度来控制闸门上浮的速度,简单方便;换水部是通过抽水总成将外部的水抽进换气腔内部,换气腔内部的气体沿着空压机的出气管排出,改变换气腔内部的气压,实现控制阀门的翻卷,这样的方式可以时阀门的翻卷更加稳定;通过将换水部和换气部同时使用,这样的方式可以在稳定的情况下提高闸门的翻卷速度,并且当其中一个出现故障,需要维护的时候,闸门仍然可以正常使用,确保工作正常进行。Through the above technical solution, firstly, the water vapor exchange method is used to drive the valve to turn over. This method can solve the traditional driving method using hydraulic cylinder and pneumatic cylinder, which consumes a lot of energy and uses airbag inflation and air extraction to control the gate. In a high-level way, since the airbag is a flexible structure, it is easy to deform under water, and there is a problem of instability; energy and manpower are saved; and the stability and safety of the gate are improved; by setting the water-air exchange device as a ventilation part , the water exchange part and even the combination of the air exchange part and the water exchange part to perform water-air conversion; the air exchange part can compress the gas into the ventilation cavity through the inflatable component. The gas in the cavity pushes the water out along the discharge port until the inside is filled with gas, and the gate floats up. During this process, the floating height of the gate can be controlled according to the water output of the inflatable component. Because the air volume of the water output wall is well controlled, the floating height can be controlled. The height control is more precise, and the floating speed can be controlled by the inflation speed of the inflatable component, which is simple and convenient; The air outlet pipe of the air compressor is discharged, and the air pressure inside the ventilation chamber is changed, so as to realize the control of the turning of the valve. This method can make the turning of the valve more stable; by using the water exchange part and the ventilation part at the same time, this method can Increase the turning speed of the gates under stable conditions, and when one of them fails and needs maintenance, the gates can still be used normally, ensuring that the work is carried out normally.
本发明进一步设置为:所述坝体上设置有用于限制闸门位移的止水板;所述闸门上安装有用于闸门下落到最低点时悬挂在止水板上表面的第一支撑块和用于闸门上升到最高点时抵住止水板下表面的第二支撑块。The present invention is further provided as follows: the dam body is provided with a water stop plate for limiting the displacement of the gate; the gate is provided with a first support block for hanging on the upper surface of the water stop plate when the gate falls to the lowest point, and a water stop plate for When the gate rises to the highest point, it abuts against the second support block on the lower surface of the water stop plate.
优选为:所述止水板的上表面和下表面均安装有止水橡胶。Preferably, water-stop rubber is installed on both the upper surface and the lower surface of the water-stop plate.
优选为:所述止水橡胶上设置有内腔,且内腔的侧壁上设置有若干气孔。Preferably, an inner cavity is arranged on the water-stop rubber, and a plurality of air holes are arranged on the side wall of the inner cavity.
通过上述技术方案,当闸门下降时,第一支撑板压在止水板的上表面,使闸门上的第一支撑板与止水板咬合,防止水流中的泥沙沿着闸门与坝体的缝隙进入基坑中,同时稳定闸门,确保闸门的安全性和稳定性;当气囊驱动闸门上升时,闸门上升到最高点时,第二支撑板抵住止水板的下表面,可以防止闸门运行高度超过预定高度,影响蓄水效果;提高安全性能;并且通过在止水板上下表面均设置有止水橡胶可以进一步的防止水流渗透,提高闸门的稳定性;止水橡胶上设置有内腔,且内腔的侧壁上设置有若干气孔,当第一支撑板或第二支撑板与止水板咬合时,他们之间的止水橡胶可以更好的形变,进一步的提高防水性能,并且当第一支撑板或第二支撑板离开止水板时,外部的空气可沿着气孔进入止水橡胶的内腔,止水橡胶恢复原貌,确保第二次咬合时还能有这样的防水效果。Through the above technical solution, when the gate is lowered, the first support plate is pressed on the upper surface of the water stop plate, so that the first support plate on the gate is engaged with the water stop plate, so as to prevent the sediment in the water flow along the gap between the gate and the dam body. The gap enters the foundation pit, and at the same time stabilizes the gate to ensure the safety and stability of the gate; when the airbag drives the gate to rise, when the gate rises to the highest point, the second support plate presses against the lower surface of the water stop plate, which can prevent the gate from running The height exceeds the predetermined height, which affects the water storage effect; improves the safety performance; and the water-stop rubber is arranged on the upper and lower surfaces of the water-stop plate to further prevent the penetration of water flow and improve the stability of the gate; the water-stop rubber is provided with an inner cavity, And there are several air holes on the side wall of the inner cavity. When the first support plate or the second support plate is engaged with the water stop plate, the water stop rubber between them can be better deformed, further improving the waterproof performance, and when When the first support plate or the second support plate leaves the water stop plate, the outside air can enter the inner cavity of the water stop rubber along the air holes, and the water stop rubber returns to its original appearance, ensuring that the waterproof effect can still be achieved during the second bite.
本发明进一步设置为:所述闸门上游侧的坝体上设置有用于泥沙沉淀的沉沙槽。In the present invention, the dam body on the upstream side of the gate is further provided with a sand settling tank for sedimentation.
通过采用上述技术方案,通过设置有沉沙槽,使通过沉沙槽加大了水深,进过此处的水流流量不变,断面面积变大了,速度就小了减小了流速,有利于泥沙沉积,以此方式保护闸门。By adopting the above-mentioned technical scheme, the sand settling tank is provided to increase the water depth through the sand settling tank. Sediment deposits, protecting the gate in this way.
本发明进一步设置为:所述闸门下游侧的坝体上设置有用于防止坝体被水力侵蚀的消力池。The present invention is further provided that: the dam body on the downstream side of the gate is provided with a stilling pool for preventing the dam body from being corroded by hydraulic force.
通过采用上述技术方案,通过设置消力池,从坝体上下落的水流会进入消力池,由于消力池内有水,消力池内的水可以对冲进消力池的水流起到一个阻力,因此水流不会直接冲击在坝体上,坝体得以保护。By adopting the above technical solution, by setting up the stilling pool, the water flow falling from the dam body will enter the stilling pool. Since there is water in the stilling pool, the water in the stilling pool can act as a resistance to the water flowing into the stilling pool. Therefore, the water flow does not directly impact the dam body, and the dam body is protected.
本发明进一步设置为:一种拦水坝调控水流的方法,内容如下:The present invention is further set as: a method for regulating water flow of a dam, the content is as follows:
S1蓄水:当需要蓄水时,工作人员可以通过将空压机运行将外界的空气压入换气腔中,换气腔内的气压上升,将换气腔内原本的水体通过排水口排出,此过程中,由于闸门上的换气腔内的气体增多,闸门的浮力变大,闸门上升,开始蓄水;另一种方式是,当需蓄水使,工作人员可以通过换水部上的排水泵将换气腔内的水体排出,由于大气压的缘故,外界的空气会随着进气口进入换气腔内,闸门的浮力增大,闸门上升,开始蓄水;S1 water storage: When water storage is required, the staff can press the outside air into the ventilation chamber by running the air compressor, the air pressure in the ventilation chamber rises, and the original water body in the ventilation chamber is discharged through the drain port , During this process, due to the increase in the gas in the ventilation chamber on the gate, the buoyancy of the gate becomes larger, the gate rises, and water storage begins; another way is that when water storage is required, the staff can Due to the atmospheric pressure, the outside air will enter the ventilation chamber with the air inlet, the buoyancy of the gate will increase, the gate will rise, and the water storage will begin;
S2泄洪:当需要泄洪时,工作人员可以通过,空压机将换气时内部的空气吸出,换气时内部的气压减小,坝体的基坑内的便会沿着排水口回流,流进换气腔中,换气腔外的闸门收到的浮力减小,闸门开始下落泄洪,此过程中工作人员可以控制比例阀来控制排气管的通道开启大小,控制闸门内的气体流失速度,以此控制闸门泄洪速度;另一种方式是,当需要泄洪时,工作人员可以通过抽水泵箱换气腔内送水,换气腔内随着水流进入,内部气体沿着排气口排出,闸门的受到浮力减小,闸门下降开始泄洪。S2 flood discharge: When flood discharge is required, the staff can pass through, and the air compressor will suck out the internal air during ventilation, and the internal air pressure will decrease during the ventilation, and the air in the foundation pit of the dam will flow back along the drainage outlet and flow into the In the ventilation chamber, the buoyancy received by the gate outside the ventilation chamber is reduced, and the gate begins to fall to discharge the flood. During this process, the staff can control the proportional valve to control the opening size of the exhaust pipe and control the gas loss rate in the gate. In this way, the flood discharge speed of the gate is controlled; another way is that when flood discharge is required, the staff can send water to the ventilation chamber through the pump box, and the ventilation chamber enters with the water flow, and the internal gas is discharged along the exhaust port, and the gate is discharged. The buoyancy decreases, and the gate descends to start flood discharge.
通过上述调控水流的方法,可以有效的实现精确的控制闸门的翻卷高度以及翻卷速度,并且实现节能,便于维护和维修的效果。Through the above-mentioned method for regulating water flow, it is possible to effectively control the roll-over height and roll-over speed of the gate, and achieve the effects of saving energy and facilitating maintenance and repair.
附图说明Description of drawings
为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to explain the embodiments of the present invention or the technical solutions in the prior art more clearly, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments of the present invention, and for those of ordinary skill in the art, other drawings can also be obtained from these drawings without any creative effort.
图1为本发明具体实施方式结构示意图;1 is a schematic structural diagram of a specific embodiment of the present invention;
图2为换气部的结构简图;Figure 2 is a schematic diagram of the structure of the ventilation part;
图3为换水部的结构示意图;Fig. 3 is the structural representation of the water exchange part;
图4为换气部的具体结构示意图;Fig. 4 is the concrete structure schematic diagram of ventilation part;
图5为换水部的具体结构示意图;Fig. 5 is the concrete structure schematic diagram of the water exchange part;
图6为止水橡胶的结构示意图。Figure 6 is a schematic diagram of the structure of the water-stopping rubber.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
实施例1Example 1
如图1-图5所示,本发明公开了一种拦水坝,包括坝体1、转动设置在坝体1上的闸门2,在本发明具体实施方式中,所述闸门2上安装有用于驱动闸门2在坝体1上翻转的动力单元3;该动力单元3包括设置在闸门2上用于水气交换的换气腔21以及用于对换气腔21内进行水气交换的换气装置4,所述换气腔21通过内部水气交换来控制闸门2水中的翻转。As shown in Figures 1-5, the present invention discloses a dam, comprising a dam body 1 and a gate 2 rotatably arranged on the dam body 1. In the specific embodiment of the present invention, the gate 2 is installed with a The power unit 3 that drives the gate 2 to turn over on the dam body 1; the power unit 3 includes a ventilation cavity 21 arranged on the gate 2 for water and gas exchange and a ventilation cavity for water and gas exchange in the ventilation cavity 21. In the device 4, the ventilation chamber 21 controls the inversion of the gate 2 in water through internal water and gas exchange.
在本发明具体实施方式中,所述换气装置4包括安装在闸门2上且用于通过向换气腔21进行充气或抽气来控制换气腔21内水气交换的换气部41。In the specific embodiment of the present invention, the ventilation device 4 includes a ventilation part 41 installed on the shutter 2 and used to control the water-air exchange in the ventilation cavity 21 by inflating or pumping air into the ventilation cavity 21 .
在本发明具体实施方式中,所述换气装置4还包括安装在闸门2上且用于通过向换气腔21进行充水或抽水来控制换气腔21内水气交换的换水部42。In the specific embodiment of the present invention, the ventilation device 4 further includes a water exchange part 42 installed on the gate 2 and used to control the water and gas exchange in the ventilation cavity 21 by filling or pumping water into the ventilation cavity 21 . .
在本发明具体实施方式中,所述换气部41包括设置在闸门2顶部的抽气组件411和充气组件412以及设置在闸门2下部的排水口413;所述排水口413上安装有截止阀414。In the specific embodiment of the present invention, the ventilation part 41 includes a suction component 411 and an inflation component 412 arranged at the top of the gate 2 and a drain port 413 arranged at the lower part of the gate 2; the drain port 413 is provided with a stop valve 414.
在本发明具体实施方式中,所述抽气组件411包括空压机4111、进气管4112以及设置在进气管4112上用于控制进气管通断的截止阀4113;所述空压机安装在所述坝体1上;其输出口通过进气管4112与换气腔21连通。In the specific embodiment of the present invention, the air extraction assembly 411 includes an
在本发明具体实施方式中,所述充气组件412包括设置在所述空压机4111上的出气管4121;所述出气管4121上安装有用于控制出气管通断的泄气阀4122。In a specific embodiment of the present invention, the inflation assembly 412 includes an
在本发明具体实施方式中,所述出气管4121上安装有控制出气管4121流量大小的比例阀4123。In a specific embodiment of the present invention, a
在本发明具体实施方式中,所述换水部42包括抽水总成421和排水总成422以及设置在闸门2上的排气口423;所述排气口423上安装有用于控制排气口423内气流通断的止压阀424。In a specific embodiment of the present invention, the water exchange part 42 includes a water pumping assembly 421, a draining assembly 422, and an exhaust port 423 provided on the gate 2; the exhaust port 423 is provided with a control exhaust port The pressure check valve 424 for shutting off the air flow in 423.
在本发明具体实施方式中,所述抽水总成421包括抽水泵4211和吸水管4212;所述抽水泵4211安装在闸门2的底部,且该抽水泵4211输入口向外;所述抽水泵4211的输出口通过所述吸水管4212与闸门2上的换气腔21连通。In a specific embodiment of the present invention, the water pumping assembly 421 includes a
在本发明具体实施方式中,所述排水总成422包括排水泵4221和排水管4222;所述排水泵4221安装在换气腔21底部的内壁上,且该排水泵4221输入口在换气腔21内部;所述排水泵4221的输出口与所述排水管4222的一端连通;所述排水管4222的另一端穿出换气腔21的底壁向闸门2外延伸。In the specific embodiment of the present invention, the drainage assembly 422 includes a
通过上述技术方案,首先采用水汽交换的方式进行驱动阀门进行翻转,这样的方式可以解决传统的采用液压缸和气压缸的驱动方式,能耗较大以及采用气囊充气和抽气的方式来控制闸门高度的方式,由于气囊是柔性结构,其在水下容易变形的存在不稳定的问题;节约能源和人力;并且提高闸门的稳定性以及安全性;通过将水气交换的装置设置成换气部、换水部乃至换气部和换水部相结合的方式进行水气转换;换气部的可以通过充气组件将气体压缩进换气腔中,此时,打开排水口上的截止阀,换气腔中的气体将水沿着排出口压出,直到内部充满气体,闸门上浮,此过程中,闸门的上浮高度可以根据充气组件的出水量控制闸门上浮高度,由于出水量壁风量好控制,上浮高度控制更加精确,上浮速度可以通过充气组件的充气速度来控制闸门上浮的速度,简单方便;换水部是通过抽水总成将外部的水抽进换气腔内部,换气腔内部的气体沿着空压机的出气管排出,改变换气腔内部的气压,实现控制阀门的翻卷,这样的方式可以时阀门的翻卷更加稳定;通过将换水部和换气部同时使用,这样的方式可以在稳定的情况下提高闸门的翻卷速度,并且当其中一个出现故障,需要维护的时候,闸门仍然可以正常使用,确保工作正常进行。Through the above technical solution, firstly, the water vapor exchange method is used to drive the valve to turn over. This method can solve the traditional driving method using hydraulic cylinder and pneumatic cylinder, which consumes a lot of energy and uses airbag inflation and air extraction to control the gate. In a high-level way, since the airbag is a flexible structure, it is easy to deform under water, and there is a problem of instability; energy and manpower are saved; and the stability and safety of the gate are improved; by setting the water-air exchange device as a ventilation part , the water exchange part and even the combination of the air exchange part and the water exchange part to perform water-air conversion; the air exchange part can compress the gas into the ventilation cavity through the inflatable component. The gas in the cavity pushes the water out along the discharge port until the inside is filled with gas, and the gate floats up. During this process, the floating height of the gate can be controlled according to the water output of the inflatable component. Because the air volume of the water output wall is well controlled, the floating height can be controlled. The height control is more precise, and the floating speed can be controlled by the inflation speed of the inflatable component, which is simple and convenient; The air outlet pipe of the air compressor is discharged, and the air pressure inside the ventilation chamber is changed, so as to realize the control of the turning of the valve. This method can make the turning of the valve more stable; by using the water exchange part and the ventilation part at the same time, this method can Increase the turning speed of the gates under stable conditions, and when one of them fails and needs maintenance, the gates can still be used normally, ensuring that the work is carried out normally.
实施例2,与实施例1不同之处为Embodiment 2, the difference from embodiment 1 is
如图1、图6所示,在本发明具体实施方式中,:所述坝体1上设置有用于限制闸门2位移的止水板5;所述闸门2上安装有用于闸门2下落到最低点时悬挂在止水板5上表面的第一支撑块6和用于闸门2上升到最高点时抵住止水板5下表面的第二支撑块7。As shown in FIG. 1 and FIG. 6 , in the specific embodiment of the present invention, the dam body 1 is provided with a water stop plate 5 for limiting the displacement of the gate 2; The first support block 6 hangs on the upper surface of the water stop plate 5 at the point of contact, and the second support block 7 is used to abut the lower surface of the water stop plate 5 when the gate 2 rises to the highest point.
在本发明具体实施方式中,所述止水板5的上表面和下表面均安装有止水橡胶51。In the specific embodiment of the present invention, the water-
在本发明具体实施方式中,所述止水橡胶51包括设置有内腔511,且内腔511的侧壁上设置有若干气孔512。In the specific embodiment of the present invention, the water-
通过上述技术方案,当闸门下降时,第一支撑板压在止水板的上表面,使闸门上的第一支撑板与止水板咬合,防止水流中的泥沙沿着闸门与坝体的缝隙进入基坑中,同时稳定闸门,确保闸门的安全性和稳定性;当气囊驱动闸门上升时,闸门上升到最高点时,第二支撑板抵住止水板的下表面,可以防止闸门运行高度超过预定高度,影响蓄水效果;提高安全性能;并且通过在止水板上下表面均设置有止水橡胶可以进一步的防止水流渗透,提高闸门的稳定性;止水橡胶上设置有内腔,且内腔的侧壁上设置有若干气孔,当第一支撑板或第二支撑板与止水板咬合时,他们之间的止水橡胶可以更好的形变,进一步的提高防水性能,并且当第一支撑板或第二支撑板离开止水板时,外部的空气可沿着气孔进入止水橡胶的内腔,止水橡胶恢复原貌,确保第二次咬合时还能有这样的防水效果。Through the above technical solution, when the gate is lowered, the first support plate is pressed on the upper surface of the water stop plate, so that the first support plate on the gate is engaged with the water stop plate, so as to prevent the sediment in the water flow along the gap between the gate and the dam body. The gap enters the foundation pit, and at the same time stabilizes the gate to ensure the safety and stability of the gate; when the airbag drives the gate to rise, when the gate rises to the highest point, the second support plate presses against the lower surface of the water stop plate, which can prevent the gate from running The height exceeds the predetermined height, which affects the water storage effect; improves the safety performance; and the water-stop rubber is arranged on the upper and lower surfaces of the water-stop plate to further prevent the penetration of water flow and improve the stability of the gate; the water-stop rubber is provided with an inner cavity, And there are several air holes on the side wall of the inner cavity. When the first support plate or the second support plate is engaged with the water stop plate, the water stop rubber between them can be better deformed, further improving the waterproof performance, and when When the first support plate or the second support plate leaves the water stop plate, the outside air can enter the inner cavity of the water stop rubber along the air holes, and the water stop rubber returns to its original appearance, ensuring that the waterproof effect can still be achieved during the second bite.
实施例3,与实施例2不同之处为Embodiment 3, the difference from embodiment 2 is
如图1所示,在本发明具体实施方式中,所述闸门2上游侧的坝体1上设置有用于泥沙沉淀的沉沙槽8。As shown in FIG. 1 , in the specific embodiment of the present invention, the dam body 1 on the upstream side of the gate 2 is provided with a sand settling tank 8 for sediment precipitation.
通过采用上述技术方案,通过设置有沉沙槽,使通过沉沙槽加大了水深,进过此处的水流流量不变,断面面积变大了,速度就小了减小了流速,有利于泥沙沉积,以此方式保护闸门。By adopting the above-mentioned technical scheme, the sand settling tank is provided to increase the water depth through the sand settling tank. Sediment deposits, protecting the gate in this way.
实施例4,与实施例3不同之处为Embodiment 4, the difference from embodiment 3 is
如图1所示,在本发明具体实施方式中,所述闸门2下游侧的坝体1上设置有用于防止坝体1被水力侵蚀的消力池9。As shown in FIG. 1 , in the specific embodiment of the present invention, the dam body 1 on the downstream side of the gate 2 is provided with a stilling pool 9 for preventing the dam body 1 from being corroded by water.
通过采用上述技术方案,通过设置消力池,从坝体上下落的水流会进入消力池,由于消力池内有水,消力池内的水可以对冲进消力池的水流起到一个阻力,因此水流不会直接冲击在坝体上,坝体得以保护。By adopting the above technical solution, by setting up the stilling pool, the water flow falling from the dam body will enter the stilling pool. Since there is water in the stilling pool, the water in the stilling pool can act as a resistance to the water flowing into the stilling pool. Therefore, the water flow does not directly impact the dam body, and the dam body is protected.
实施例5Example 5
本发明进一步设置为:一种拦水坝调控水流的方法,内容如下:The present invention is further set as: a method for regulating water flow of a dam, the content is as follows:
S1蓄水:当需要蓄水时,工作人员可以通过将空压机运行将外界的空气压入换气腔中,换气腔内的气压上升,将换气腔内原本的水体通过排水口排出,此过程中,由于闸门上的换气腔内的气体增多,闸门的浮力变大,闸门上升,开始蓄水;另一种方式是,当需蓄水使,工作人员可以通过换水部上的排水泵将换气腔内的水体排出,由于大气压的缘故,外界的空气会随着进气口进入换气腔内,闸门的浮力增大,闸门上升,开始蓄水;S1 water storage: When water storage is required, the staff can press the outside air into the ventilation chamber by running the air compressor, the air pressure in the ventilation chamber rises, and the original water body in the ventilation chamber is discharged through the drain port , During this process, due to the increase in the gas in the ventilation chamber on the gate, the buoyancy of the gate becomes larger, the gate rises, and water storage begins; another way is that when water storage is required, the staff can Due to the atmospheric pressure, the outside air will enter the ventilation chamber with the air inlet, the buoyancy of the gate will increase, the gate will rise, and the water storage will begin;
S2泄洪:当需要泄洪时,工作人员可以通过,空压机将换气时内部的空气吸出,换气时内部的气压减小,坝体的基坑内的便会沿着排水口回流,流进换气腔中,换气腔外的闸门收到的浮力减小,闸门开始下落泄洪,此过程中工作人员可以控制比例阀来控制排气管的通道开启大小,控制闸门内的气体流失速度,以此控制闸门泄洪速度;另一种方式是,当需要泄洪时,工作人员可以通过抽水泵箱换气腔内送水,换气腔内随着水流进入,内部气体沿着排气口排出,闸门的受到浮力减小,闸门下降开始泄洪。S2 flood discharge: When flood discharge is required, the staff can pass through, and the air compressor will suck out the internal air during ventilation, and the internal air pressure will decrease during the ventilation, and the air in the foundation pit of the dam will flow back along the drainage outlet and flow into the In the ventilation chamber, the buoyancy received by the gate outside the ventilation chamber is reduced, and the gate begins to fall to discharge the flood. During this process, the staff can control the proportional valve to control the opening size of the exhaust pipe and control the gas loss rate in the gate. In this way, the flood discharge speed of the gate is controlled; another way is that when flood discharge is required, the staff can send water to the ventilation chamber through the pump box, and the ventilation chamber enters with the water flow, and the internal gas is discharged along the exhaust port, and the gate is discharged. The buoyancy decreases, and the gate descends to start flood discharge.
通过上述调控水流的方法,可以有效的实现精确的控制闸门的翻卷高度以及翻卷速度,并且实现节能,便于维护和维修的效果。。Through the above-mentioned method for regulating water flow, it is possible to effectively control the roll-over height and roll-over speed of the gate, and achieve the effects of saving energy and facilitating maintenance and repair. .
以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the scope of the present invention. within the scope of protection.
Claims (16)
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