CN108626415B - A float type lift valve for filter tank - Google Patents
A float type lift valve for filter tank Download PDFInfo
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- CN108626415B CN108626415B CN201810247127.1A CN201810247127A CN108626415B CN 108626415 B CN108626415 B CN 108626415B CN 201810247127 A CN201810247127 A CN 201810247127A CN 108626415 B CN108626415 B CN 108626415B
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- filter tank
- water
- outlet
- floating drum
- float
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 141
- 238000011001 backwashing Methods 0.000 claims abstract description 20
- 238000007789 sealing Methods 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims 1
- 239000007788 liquid Substances 0.000 abstract description 34
- 238000012279 drainage procedure Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 description 29
- 239000012535 impurity Substances 0.000 description 18
- 238000000034 method Methods 0.000 description 18
- 238000001914 filtration Methods 0.000 description 5
- 238000011010 flushing procedure Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000008213 purified water Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16K—VALVES; TAPS; COCKS; ACTUATING-FLOATS; DEVICES FOR VENTING OR AERATING
- F16K1/00—Lift valves or globe valves, i.e. cut-off apparatus with closure members having at least a component of their opening and closing motion perpendicular to the closing faces
- F16K1/32—Details
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/38—Feed or discharge devices
- B01D24/42—Feed or discharge devices for discharging filtrate
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16K—VALVES; TAPS; COCKS; ACTUATING-FLOATS; DEVICES FOR VENTING OR AERATING
- F16K1/00—Lift valves or globe valves, i.e. cut-off apparatus with closure members having at least a component of their opening and closing motion perpendicular to the closing faces
- F16K1/32—Details
- F16K1/34—Cutting-off parts, e.g. valve members, seats
- F16K1/36—Valve members
- F16K1/38—Valve members of conical shape
- F16K1/385—Valve members of conical shape contacting in the closed position, over a substantial axial length, a seat surface having the same inclination
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16K—VALVES; TAPS; COCKS; ACTUATING-FLOATS; DEVICES FOR VENTING OR AERATING
- F16K27/00—Construction of housing; Use of materials therefor
- F16K27/02—Construction of housing; Use of materials therefor of lift valves
- F16K27/0254—Construction of housing; Use of materials therefor of lift valves with conical shaped valve members
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16K—VALVES; TAPS; COCKS; ACTUATING-FLOATS; DEVICES FOR VENTING OR AERATING
- F16K31/00—Actuating devices; Operating means; Releasing devices
- F16K31/02—Actuating devices; Operating means; Releasing devices electric; magnetic
- F16K31/04—Actuating devices; Operating means; Releasing devices electric; magnetic using a motor
- F16K31/047—Actuating devices; Operating means; Releasing devices electric; magnetic using a motor characterised by mechanical means between the motor and the valve, e.g. lost motion means reducing backlash, clutches, brakes or return means
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Filtration Of Liquid (AREA)
Abstract
Description
技术领域technical field
本发明涉及一种滤池阀门,具体地说是一种用于滤池待过滤进水以及反冲洗排水的水阀。The invention relates to a filter tank valve, in particular to a water valve used for filter tank water to be filtered and backwashing drainage.
背景技术Background technique
在净水工艺中,滤池过滤是其中的一个重要部分。过滤过程中,水中过滤出的杂质会不断在滤料层中积累,积累过多会导致出水水质不合格,使产水效率降低。因此需要通过反冲洗清除滤料层中积累的杂质。反冲洗过程中,水或气流反向冲击滤料层,使滤料层中沉积的杂质松动、脱出悬浮于水中,之后随水排出以达到清洗的目的。由于在反冲洗过程中,不仅会将杂质从滤料层水冲洗出,部分滤料也会在冲击下悬浮于水中,如果反冲洗排水方式不当,会导致滤料随水排出,从而造成滤料损失。In the water purification process, filter filtration is an important part. During the filtration process, the impurities filtered out of the water will continue to accumulate in the filter material layer. Excessive accumulation will lead to unqualified effluent quality and lower water production efficiency. Therefore, it is necessary to remove the accumulated impurities in the filter material layer by backwashing. During the backwashing process, water or air flow reversely impacts the filter material layer, so that the impurities deposited in the filter material layer are loosened, released and suspended in the water, and then discharged with the water to achieve the purpose of cleaning. During the backwashing process, not only the impurities will be washed out from the filter material layer, but also part of the filter material will be suspended in the water under the impact. If the backwash drainage method is improper, the filter material will be discharged with the water, resulting in loss.
目前,大多数滤池的反冲洗排水口都是固定安装的,如果安装位置过高,反冲洗排水后留在滤池内的浊水多,则反冲洗的次数需要相应的增多,如果安装位置过低,水中悬浮的滤料离排水口过近,排水过程中滤料遗失将会增多。At present, the backwash outlets of most filters are fixedly installed. If the installation position is too high, there will be a lot of turbid water left in the filter after backwashing, and the number of backwashing needs to be increased accordingly. If the installation location If it is too low, the filter material suspended in the water is too close to the drain, and the loss of filter material will increase during the drainage process.
另外,由于排水过程中滤池内的液位是不断变化的,排水开始时,液位高于排水口,水和杂质能够从排水口排出,而当液位将至排水口以下时,则排水停止。初始排水时的液位高度决定了持续排水的时间,如果初始阶段液位过高,水中悬浮的滤料容易和杂质一同被排出,导致滤料流失增大。如果初始阶段液位过低,排水时间过短,难以将杂质充分排出,出水质量达不到标准,导致冲洗次数和时间增长,不能达到节能节水的目的。In addition, since the liquid level in the filter tank is constantly changing during the drainage process, when the drainage starts, the liquid level is higher than the drain port, and water and impurities can be discharged from the drain port, and when the liquid level is below the drain port, the water is discharged stop. The height of the liquid level at the initial drainage determines the duration of continuous drainage. If the liquid level is too high at the initial stage, the suspended filter material in the water will be easily discharged together with impurities, resulting in increased loss of filter material. If the liquid level is too low at the initial stage and the drainage time is too short, it will be difficult to fully discharge the impurities, and the quality of the effluent water will not meet the standard, which will increase the number and time of flushing, and fail to achieve the purpose of energy saving and water saving.
发明内容Contents of the invention
本发明所要解决的技术问题是克服现有滤池排水口高度固定,不能适应滤池液位变化,排水时滤料损失大的问题,提供一种滤池用的浮筒式升降阀。The technical problem to be solved by the present invention is to overcome the problem that the height of the outlet of the existing filter tank is fixed, cannot adapt to the change of the liquid level of the filter tank, and the loss of the filter material is large during drainage, and provides a float type lift valve for the filter tank.
本发明为解决上述技术问题所采用的技术方案是:一种滤池用的浮筒式升降阀,在滤池中竖直设有一个用于待过滤水进入滤池以及反冲洗水流出滤池的进出水管,所述进出水管的上端口内设有阀座,阀座上方设有能够由驱动机构带动上下运动以控制阀门开闭的阀芯,在进出水管的上端套设有一个能够悬浮在水中的浮筒,浮筒的上端敞开形成进出水口,浮筒的内侧壁与进出水管的外侧壁滑动密封连接,使浮筒能够随滤池内水位的变化而沿进出水管上下浮动,以改变浮筒上端进出水口的高度。The technical solution adopted by the present invention to solve the above-mentioned technical problems is: a buoy type lift valve for the filter tank, in which a valve is vertically arranged for the water to be filtered to enter the filter tank and the backwash water to flow out of the filter tank Inlet and outlet pipes, the upper port of the inlet and outlet pipes is provided with a valve seat, and above the valve seat is a valve core that can be driven up and down by the driving mechanism to control the opening and closing of the valve. The upper end of the buoy is opened to form a water inlet and outlet, and the inner wall of the buoy is in sliding and sealed connection with the outer wall of the water inlet and outlet pipe, so that the buoy can float up and down along the water inlet and outlet pipe with the change of the water level in the filter tank, so as to change the height of the water inlet and outlet at the upper end of the buoy .
所述浮筒上端的进出水口呈向外扩张的喇叭状。The water inlet and outlet at the upper end of the buoy are in the shape of a trumpet expanding outward.
所述的浮筒上固定有能够漂浮在水面上的漂浮体。A floating body capable of floating on the water surface is fixed on the buoy.
所述浮筒的圆周方向上均匀分布有四个漂浮体。Four floating bodies are evenly distributed in the circumferential direction of the buoy.
所述浮筒漂浮在水中的浮力大小使浮筒上端进出水口的上沿处于水面以下,例如处于水面以下5—15cm。The buoyancy of the buoy floating in the water makes the upper edge of the water inlet and outlet at the upper end of the buoy below the water surface, for example, 5-15cm below the water surface.
所述的阀芯由推杆电机带动上下运动。The spool is driven to move up and down by a push rod motor.
所述的阀座和阀芯具有相互密封配合的锥形密封面。The valve seat and the valve core have tapered sealing surfaces that are in sealing fit with each other.
所述的进出水管设置在滤池的中心,其下端通过管道与滤池侧壁的接口相接。The water inlet and outlet pipes are arranged in the center of the filter tank, and the lower end thereof is connected to the interface of the side wall of the filter tank through a pipe.
所述浮筒的下端设有用于限制其最大提升高度的限位装置。The lower end of the buoy is provided with a limiting device for limiting its maximum lifting height.
本发明的有益效果是:套在进出水管上端的浮筒可漂浮在水中,并能够随滤池内水位的变化而上下浮动,使浮筒上端进出水口的高度也随液位变化而改变,在反冲洗排水过程中始终与滤池液位相适应,防止滤水随水流失。滤池反冲洗排水初始阶段的液位可以提升至一个较高的高度而无需担心滤料损失,因而反冲洗效率更高,能够减少反冲洗次数,缩短反冲洗时间,提高滤池的使用效率。The beneficial effects of the present invention are: the buoy set on the upper end of the water inlet and outlet pipe can float in the water, and can float up and down with the change of the water level in the filter tank, so that the height of the water inlet and outlet at the upper end of the buoy can also change with the change of the liquid level. During the drainage process, it is always adapted to the liquid level of the filter to prevent the filtered water from being lost with the water. The liquid level in the initial stage of filter backwash drainage can be raised to a higher level without worrying about the loss of filter material, so the backwash efficiency is higher, the number of backwash times can be reduced, the backwash time can be shortened, and the use efficiency of the filter can be improved.
采用浮筒漂浮的方式可自动适应液位变化,进出水口与液面之间可始终保持设定的高度差。这种自动适应的方式不需经过液位测定、控制系统计算、驱动机构动作等一系列繁琐操作,因而,与通过驱动机构主动控制的方法相比,进出水口高度调整与液位变化之间几乎没有延迟,不但精度更高,而且不需要复杂的控制系统,简洁性和稳定性都更好。The buoy floating method can automatically adapt to the change of the liquid level, and the set height difference between the water inlet and outlet and the liquid surface can always be maintained. This automatic adaptation method does not need a series of cumbersome operations such as liquid level measurement, control system calculation, and driving mechanism action. Without delay, not only is the accuracy higher, but also does not require a complicated control system, and the simplicity and stability are better.
附图说明Description of drawings
图1是本发明浮筒式升降阀在滤池中的安装结构示意图。Fig. 1 is a schematic diagram of the installation structure of the buoy type lifting valve of the present invention in the filter tank.
图2是图1所示滤池水位下降后浮筒位置变化的示意图。Fig. 2 is a schematic diagram of the position change of the buoy after the water level of the filter shown in Fig. 1 drops.
图3是浮筒设置四个漂浮体的实施例示意图。Fig. 3 is a schematic diagram of an embodiment in which four floating bodies are arranged on the buoy.
图中标记:1、滤池,2、进出水管,3、阀座,4、驱动机构,5、阀芯,6、浮筒,601、漂浮体,7、进出水口,8、滤料层,9、净水出口,10、反冲洗管。Marks in the figure: 1. filter tank, 2. water inlet and outlet pipes, 3. valve seat, 4. driving mechanism, 5. valve core, 6. buoy, 601, floating body, 7. water inlet and outlet, 8. filter material layer, 9 , Clean water outlet, 10, backwash pipe.
具体实施方式Detailed ways
以下结合附图及具体实施方式对本发明的技术方案进行清楚、完整的说明。下面实施例所列出的具体内容不限于权利要求记载的技术方案要解决的技术问题所必须的技术特征。同时,所述列举是实施例仅仅是本发明的一部分,而不是全部实施例。The technical solutions of the present invention will be clearly and completely described below in conjunction with the accompanying drawings and specific embodiments. The specific content listed in the following embodiments is not limited to the technical features necessary for the technical problem to be solved by the technical solution described in the claims. Meanwhile, the enumeration is only a part of the present invention, not all of the embodiments.
如图1所示,本发明的浮筒式升降阀设置在滤池中,其包括一个竖直设置的进出水管2,该进出水管2用于待过滤的水进入滤池,同时也在反冲洗过程中作为排水管,用于反冲洗水流出滤池。进出水管2优选设置在滤池1的中心,便于反冲洗排水时液面上的杂质向中心聚集排出。当然,将进出水管设置在偏离中心的位置也是可行的,例如设置在滤池的一侧。相应的,液面上的杂质需要向滤池一侧聚集排出。As shown in Figure 1, the buoy type lifting valve of the present invention is arranged in the filter tank, and it comprises a vertically arranged inlet and outlet water pipe 2, and this inlet and outlet water pipe 2 is used for the water to be filtered to enter the filter tank, and is also used in the backwashing process. The center serves as a drain for backwash water to flow out of the filter. The water inlet and outlet pipes 2 are preferably arranged at the center of the filter tank 1, so that impurities on the liquid surface can be collected and discharged toward the center during backwashing and drainage. Of course, it is also feasible to arrange the water inlet and outlet pipes at off-center positions, such as on one side of the filter tank. Correspondingly, the impurities on the liquid surface need to be accumulated and discharged to the side of the filter.
进出水管2的下端通过管道连接至滤池外部,例如连接至滤池侧壁的接口。在该接口处通过相应的阀门和管道连接待过滤水的给水管路和反冲洗浊水的排水管路。滤池正常滤水时,排水管路的阀门关闭,由给水管路通过进出水管2向滤池内通入待过滤的水。滤池反冲洗过程中,给水管路关闭,滤池液面上的杂质连通部分水经进出水管2通至排水管路排出。The lower end of the water inlet and outlet pipe 2 is connected to the outside of the filter tank through a pipeline, such as an interface connected to the side wall of the filter tank. At this interface, the water supply pipeline for the filtered water and the drainage pipeline for backwashing muddy water are connected through corresponding valves and pipelines. When the filter tank is normally filtering water, the valve of the drainage pipeline is closed, and the water to be filtered is passed into the filter tank by the water supply pipeline through the water inlet and outlet pipe 2. During the backwashing process of the filter, the water supply pipeline is closed, and the impurity on the liquid surface of the filter communicates with part of the water to be discharged through the water inlet and outlet pipe 2 to the drainage pipeline.
在进出水管2的上端口内设有阀座3,阀座3上方设有能够上下运动的阀芯5。阀座3和阀芯5组成控制进出水管2开通或关断的阀门。阀座3和阀芯5的具体形式可以根据需要选择,本实施例选择圆锥阀的形式,阀座3和阀芯5上具有相互密封配合的锥形密封面。所示的阀芯5由驱动机构4,例如由推杆电机带动上下运动以控制阀门开闭。根据具体采用的阀门形式,也可采用吊索、螺杆等带动上下运动。A valve seat 3 is provided in the upper port of the water inlet and outlet pipe 2, and a valve core 5 capable of moving up and down is provided above the valve seat 3. The valve seat 3 and the valve core 5 form a valve for controlling the opening or closing of the water inlet and outlet pipes 2 . The specific form of the valve seat 3 and the valve core 5 can be selected according to the needs. In this embodiment, the form of a cone valve is selected. The valve seat 3 and the valve core 5 have conical sealing surfaces that are mutually sealingly matched. The shown spool 5 is driven up and down by the driving mechanism 4, such as a push rod motor, to control the opening and closing of the valve. According to the specific valve form, a sling, a screw, etc. can also be used to drive the up and down movement.
本发明为了解决排水口适应滤池液位变化的问题,在进出水管2的上端套设一个能够悬浮在水中的浮筒6,该浮筒6的上端敞开形成进出水口7。浮筒6的内侧壁与进出水管2的外侧壁直接是可滑动的,并且是密封的。因此,套装有浮筒6的进出水管2形成了上端可伸缩的形式。浮筒6与进出水管2之间滑动摩擦力的大小不应阻碍浮筒6在水的浮力作用下上升,同样也不应阻碍液位下降后浮筒在重力作用下的下降。因此,该浮筒6实际上是悬浮在水中的,能够随滤池1内水位的变化而沿进出水管2上下浮动。随着浮筒6的上下浮动,其上端进出水口7的高度也相应的上下变化,并且该变化始终与液面高度的变化相适应。In order to solve the problem that the outlet adapts to the change of the liquid level of the filter, a buoy 6 that can be suspended in the water is sleeved on the upper end of the water inlet and outlet pipe 2 , and the upper end of the buoy 6 is opened to form a water inlet and outlet 7 . The inner side wall of the buoy 6 is directly slidable with the outer side wall of the water inlet and outlet pipe 2, and is sealed. Therefore, the water inlet and outlet pipe 2 that is sleeved with the buoy 6 forms a telescopic form at the upper end. The size of the sliding friction between the buoy 6 and the water inlet and outlet pipe 2 should not hinder the rise of the buoy 6 under the buoyancy of the water, nor should it hinder the decline of the buoy under the action of gravity after the liquid level drops. Therefore, the buoy 6 is actually suspended in the water, and can float up and down along the water inlet and outlet pipe 2 with the change of the water level in the filter tank 1 . As the buoy 6 floats up and down, the height of the water inlet and outlet 7 at its upper end also changes up and down correspondingly, and this change is always adapted to the change of the liquid level.
如图1所示,当滤池内水位升高时,浮筒6在水的浮力作用下沿进出水管2上升至一个较高的位置。而随着水的排出,如图2所示,当滤池内水位下降时,浮筒6也相应沿进出水管2下降。但进出水口7始终与水面保持一个相对固定的位置。As shown in Figure 1, when the water level in the filter tank rises, the buoy 6 rises to a higher position along the inlet and outlet pipes 2 under the buoyancy of the water. And along with the discharge of water, as shown in Figure 2, when the water level drops in the filter tank, the buoy 6 also correspondingly descends along the inlet and outlet pipes 2. But the water inlet and outlet 7 keep a relatively fixed position with the water surface all the time.
装有本发明浮筒式升降阀的滤池在正常工作时,待过滤水的给水管路与进出水管2导通,阀芯5在驱动机构4带动下上升,使阀门打开。待过滤的水从进出水口7进入滤池中,经滤池内的滤料层过滤后,从滤料层下方池壁上的净水出口排出。When the filter tank equipped with the buoy lift valve of the present invention is in normal operation, the water supply pipeline of the water to be filtered is connected with the water inlet and outlet pipes 2, and the valve core 5 rises under the drive of the driving mechanism 4, so that the valve is opened. The water to be filtered enters the filter tank from the water inlet and outlet 7, and after being filtered by the filter material layer in the filter tank, it is discharged from the clean water outlet on the wall below the filter material layer.
随着过滤的进行,滤料层内沉积的杂质逐渐增多。当杂质过多阻碍过滤导致液位上升至预定值或者排出的净水经检测浊度大于预定值后,可判断为滤料层需要反冲洗。此时,停止带过滤水的进水和净水的出水,驱动机构4带动阀芯5下降关断进出水管。启动反冲洗程序,利用滤料层下方的反冲洗管进行反冲洗气冲和/或水冲。随着反冲洗的进行,杂质从滤料层中被冲洗出来,滤池内的液位逐渐上升。浮筒6也随之上升,使进出水口7始终与水面保持一个相对固定的位置。当液位达到设定的高点后,停止反冲洗气冲和水冲。驱动机构4带动阀芯5上升,打开阀门使浊水通过进出水口7口进入进出水管2,并经排水管路排出。As the filtration progresses, the impurities deposited in the filter material layer gradually increase. When there are too many impurities hindering the filtration and the liquid level rises to the predetermined value or the turbidity of the discharged clean water is detected to be greater than the predetermined value, it can be judged that the filter material layer needs to be backwashed. At this moment, the water inlet with filtered water and the water outlet of purified water are stopped, and the drive mechanism 4 drives the spool 5 to descend and shut off the water inlet and outlet pipes. Start the backwash procedure, and use the backwash pipe below the filter layer for backwash air and/or water flushing. With the progress of backwashing, impurities are washed out from the filter material layer, and the liquid level in the filter tank gradually rises. The buoy 6 also rises thereupon, making the water inlet and outlet 7 maintain a relatively fixed position with the water surface all the time. When the liquid level reaches the set high point, stop the backwash air flushing and water flushing. The driving mechanism 4 drives the spool 5 to rise, and the valve is opened so that the muddy water enters the water inlet and outlet pipe 2 through the water inlet and outlet 7, and is discharged through the drainage pipeline.
排水过程中,由于进出水口7与水面的相对位置始终固定,并且该相对位置是经反冲洗实验根据排浊水层的厚度和浮筒的浮力精确计算得到的,进出水口7的上沿始终处于水面以下一个合适的高度。因此,液面与进出水口7上沿的高度差既不会过大,可防止滤料随水流进入进出水管2而导致滤料损失。同时高度差也不会过小,可以保证液面上的杂质能够顺利的随水排出。During the drainage process, since the relative position between the water inlet and outlet 7 and the water surface is always fixed, and the relative position is accurately calculated according to the thickness of the drained water layer and the buoyancy of the buoy through backwashing experiments, the upper edge of the water inlet and outlet 7 is always on the water surface the next suitable height. Therefore, the height difference between the liquid level and the upper edge of the water inlet and outlet 7 will not be too large, which can prevent the filter material from entering the water inlet and outlet pipe 2 with the water flow and cause loss of the filter material. At the same time, the height difference will not be too small, which can ensure that the impurities on the liquid surface can be smoothly discharged with the water.
采用浮筒漂浮的方式可使进出水口7自动适应液位的变化,进出水口与液面之间可始终保持设定的高度差。滤池反冲洗排水初始阶段的液位可以提升至一个较高的高度而无需担心排水时液面与进出水口7之间的高度差过大而导致滤料损失,因而能够减少反冲洗次数,缩短反冲洗时间,提高滤池的使用效率。这种自动适应的方式不需经过液位测定、控制系统计算、驱动机构动作等一系列繁琐操作,因而,与通过驱动机构主动控制的方法相比,进出水口高度调整与液位变化之间几乎没有延迟,不但精度更高,而且不需要复杂的控制系统,简洁性和稳定性都更好。Adopting the floating mode of the buoy can make the water inlet and outlet 7 automatically adapt to the change of the liquid level, and the set height difference can always be maintained between the water inlet and outlet and the liquid surface. The liquid level in the initial stage of the backwash drainage of the filter can be raised to a higher height without worrying about the loss of the filter material due to the excessive height difference between the liquid level and the water inlet and outlet 7 during drainage, thus reducing the number of backwashing times and shortening the Backwashing time, improve the efficiency of the filter. This automatic adaptation method does not need a series of cumbersome operations such as liquid level measurement, control system calculation, and driving mechanism action. Without delay, not only is the accuracy higher, but also does not require a complicated control system, and the simplicity and stability are better.
所述浮筒6上端的进出水口7呈喇叭状向外扩张,扩展后管口增大,便于液面上的杂质向其汇集排出。The water inlet and outlet 7 at the upper end of the buoy 6 expands outwards in the shape of a trumpet, and the nozzle increases after expansion, so that impurities on the liquid surface can be collected and discharged therefrom.
浮筒6可采用本身具有较大浮力的材质制作,使其能够悬浮于水中。也可以采用比较坚固但本身较重的金属等材料制作浮筒6的主体,而在其外围固定具体较大浮力的能够漂浮在水面上的漂浮体601。该漂浮体601的较大浮力可以是其材料本身所带来的,也可以利用结构方式来实现,例如采用空心结构,如空心浮球。漂浮体601的设置数量和具体安装方式根据需要设定。例如直接固定在筒状主体的外壁上,或者固定在从筒状主体上向外延伸出的连接支撑杆上。图3所示实施例中,采用连接支撑杆的形式固定有四个球形的漂浮体601,四个球形漂浮体601沿浮筒6的圆周方向上均匀分布,以保证浮筒6四周浮力均匀。The buoy 6 can be made of a material that itself has a larger buoyancy, so that it can be suspended in water. It is also possible to adopt relatively firm but heavier materials such as metals to make the main body of the buoy 6, and to fix a floating body 601 that can float on the water surface with a larger buoyancy at its periphery. The greater buoyancy of the floating body 601 may be brought by its material itself, or it may be realized by structural means, such as a hollow structure, such as a hollow floating ball. The number and specific installation methods of the floating bodies 601 are set as required. For example, it is directly fixed on the outer wall of the cylindrical main body, or on a connecting support rod extending outward from the cylindrical main body. In the embodiment shown in FIG. 3 , four spherical floating bodies 601 are fixed in the form of connecting support rods, and the four spherical floating bodies 601 are evenly distributed along the circumferential direction of the buoy 6 to ensure uniform buoyancy around the buoy 6 .
在浮筒6的下端设置限位装置,可以保持浮筒6套在进出水管2上,而不至于由于上升过高而脱离,同时,也可以通过限位装置限制其最大提升高度。限位装置的具体形式可以采用在浮筒6下端内侧设置向内突出的凸块的形式,与进出水管2上端外侧固定的阻挡部件相配合起到限位作用。也可以通过设置导槽和滑块的形式限位。具体采用哪种形式可以根据具体需要选择。同样,在浮筒6的上端也可以设置限位装置,用来限制其向下运动的最大行程,设置方式与下端的限位装置类似。A limit device is set at the lower end of the buoy 6, which can keep the buoy 6 sleeved on the water inlet and outlet pipe 2, so as not to break away due to too high rise, and meanwhile, the maximum lifting height can also be limited by the limit device. The specific form of the limiting device can be in the form of an inwardly protruding bump arranged on the inner side of the lower end of the buoy 6, and cooperates with the fixed blocking member on the outer side of the upper end of the water inlet and outlet pipe 2 to play a limiting role. It can also be limited by setting guide grooves and sliders. Which form to use can be selected according to specific needs. Similarly, a limit device can also be provided on the upper end of the buoy 6 to limit the maximum stroke of its downward movement, and the setting method is similar to the limit device at the lower end.
在反冲洗排水阶段,进出水口7需要处于滤池内的水面以下,从而使液面上的杂质能够顺利排出。进出水口7具体悬浮的高度由浮筒6在水中的浮力决定,而浮筒6的浮力大小可通过选择浮力材料的种类、尺寸、数量等进行调整。通过对反冲洗过程中滤料在水中的运动规律、水面杂质层的厚度等进行研究,经计算确定使浮筒6上端进出水口7的上沿处于水面以下5—15cm比较合适,最优为10cm。进出水口7能够在反冲洗排水过程中始终保持在液面以下这样位置,既能够使杂质充分排出,又最大限度的防止了滤料随水流入进出水管2,减少了滤料损失。In the backwashing drainage stage, the water inlet and outlet 7 need to be below the water surface in the filter tank, so that the impurities on the liquid surface can be discharged smoothly. The specific floating height of the water inlet and outlet 7 is determined by the buoyancy of the buoy 6 in the water, and the buoyancy of the buoy 6 can be adjusted by selecting the type, size, quantity, etc. of the buoyant material. Through the study of the motion law of the filter material in the water and the thickness of the impurity layer on the water surface during the backwashing process, it is determined through calculation that the upper edge of the water inlet and outlet 7 at the upper end of the buoy 6 is 5-15 cm below the water surface, and the optimum is 10 cm. The water inlet and outlet 7 can always be kept below the liquid level in the backwashing drainage process, which not only enables the impurities to be fully discharged, but also prevents the filter material from flowing into the water inlet and outlet pipe 2 with the water to the greatest extent, reducing the loss of the filter material.
以上对具体实施方式的说明只是用于帮助理解本发明的技术构思及其核心思想,尽管本文使用了特定的优选实施例对技术方案进行了描述和说明,但其不应理解为对本发明自身的限制。本领域技术人员在不脱离本发明技术构思的前提下,可对其在形式上和细节上做出各种变化。这些轻易想到的变化或替换,都应涵盖在本发明的保护范围之内。The above descriptions of the specific embodiments are only used to help understand the technical concept and core idea of the present invention. Although specific preferred embodiments have been used to describe and illustrate the technical solutions, they should not be interpreted as an explanation of the present invention itself. limit. Those skilled in the art may make various changes in form and details without departing from the technical concept of the present invention. These easily conceivable changes or substitutions shall all fall within the protection scope of the present invention.
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| CN103073106B (en) * | 2013-02-07 | 2014-04-30 | 成都信息工程学院 | Buoyancy ascending-descending water decanter and implementation method thereof |
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