CN115845485A - Horizontal circulation filter pool - Google Patents

Horizontal circulation filter pool Download PDF

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CN115845485A
CN115845485A CN202211412400.4A CN202211412400A CN115845485A CN 115845485 A CN115845485 A CN 115845485A CN 202211412400 A CN202211412400 A CN 202211412400A CN 115845485 A CN115845485 A CN 115845485A
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CN115845485B (en
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张崭华
张恒
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Beijing Proviridia Technology Co Ltd
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Abstract

本发明公开了一种水平环流滤池,包括:本体,内部呈中空结构,具有污水进水口和清水口;过滤组件,设置在所述本体内,适于对流经的水体进行过滤,所述过滤组件设置在所述清水口的上游;环流过滤区,与所述污水进水口连通,并位于所述过滤组件的上游,所述环流过滤区至少包括与所述过滤组件相接触的水平扫流层,所述水平扫流层的水体在流经所述过滤组件时至少具有水平切向分力,适于将位于所述过滤组件上部位置的污染物,从水平扫流层上游侧沿所述过滤组件的顶壁冲刷至水平扫流层下游侧。本发明能够冲刷位于过滤组件上部位置的污染物,使其不会过早堆积在过滤组件表层,能够延长水平环流滤池的清洁周期、降低清洁频率、节约能耗。

Figure 202211412400

The invention discloses a horizontal circulation filter tank, which comprises: a main body with a hollow structure inside and a sewage water inlet and a clear water port; a filter assembly is arranged in the body and is suitable for filtering the water flowing through it; the filter assembly It is arranged upstream of the clear water port; the circulation filter area is connected with the sewage water inlet and is located upstream of the filter assembly, and the circulation filter area at least includes a horizontal sweeping layer in contact with the filter assembly. The water body in the horizontal sweeping layer has at least a horizontal tangential component force when flowing through the filter assembly, which is suitable for moving the pollutants located at the upper part of the filter assembly from the upstream side of the horizontal sweeping layer along the The top wall is scoured to the downstream side of the horizontal sweep layer. The invention can wash away the pollutants located on the upper part of the filter assembly, preventing them from prematurely accumulating on the surface of the filter assembly, prolonging the cleaning period of the horizontal circulation filter tank, reducing the cleaning frequency and saving energy consumption.

Figure 202211412400

Description

水平环流滤池Horizontal circulation filter

技术领域technical field

本发明涉及水平环流滤池技术领域,具体涉及一种水平环流滤池。The invention relates to the technical field of horizontal circulation filters, in particular to a horizontal circulation filter.

背景技术Background technique

在水平环流滤池中,经常会采用石英砂作为污水过滤的材料。石英砂过滤是利用石英砂作为过滤介质,在一定的压力下,把浊度较高的水通过一定厚度的粒状或非粒的石英砂过滤,有效截留除去水中的悬浮物、有机物、胶质颗粒、微生物及部分重金属离子等,最终达到降低水浊度、净化水质效果的一种水处理设备。In the horizontal circulation filter, quartz sand is often used as the material for sewage filtration. Quartz sand filtration uses quartz sand as the filter medium. Under a certain pressure, the water with high turbidity is filtered through a certain thickness of granular or non-granular quartz sand to effectively intercept and remove suspended solids, organic matter, and colloidal particles in the water. , microorganisms and some heavy metal ions, etc., and finally achieve the effect of reducing water turbidity and purifying water quality.

现有技术中的水平环流滤池中,在污水的处理过程中都是采用污水自上而下的过滤方式,此时位于滤层上方的污水在通过滤层的同时会不断的冲击滤层,沿高度方向,位于上方的滤层会首先受到污水中污染物的堵塞,随着过滤操作的不断进行,滤层自上而下被堵塞的区域将不断增加。为了确保滤层的过滤效率,通常需要对滤层进行频繁的反向冲洗操作以实现对滤层的净化。In the horizontal circulation filter in the prior art, the sewage is filtered from top to bottom in the sewage treatment process. At this time, the sewage above the filter layer will continuously impact the filter layer while passing through the filter layer. Along the height direction, the upper filter layer will be blocked first by the pollutants in the sewage, and as the filtration operation continues, the area of the filter layer that is blocked from top to bottom will continue to increase. In order to ensure the filtration efficiency of the filter layer, it is usually necessary to perform frequent backwashing operations on the filter layer to achieve purification of the filter layer.

为了解决上述问题,现有技术中公开了一种水平环流滤池,在滤层的上下两端分别可以形成上部旋流区和下部旋流区,在上部旋流区和下部旋流区中,污水在近似水平的平面上进行旋转流动。然后在向上或向下进入到滤层中,通过滤层的冲洗后从滤层内形成清水并排出。In order to solve the above problems, a horizontal circulation filter is disclosed in the prior art. An upper swirl zone and a lower swirl zone can be formed at the upper and lower ends of the filter layer respectively. In the upper swirl zone and the lower swirl zone, The sewage rotates and flows on an approximately horizontal plane. Then it enters the filter layer upward or downward, and after being washed by the filter layer, clear water is formed from the filter layer and discharged.

通常上述的设置方式,由于污水在滤层的表面呈环状不断地转动,与垂直进入到滤层的常规方式相比,水平流动的污水会将位于滤层表面的污染物冲开,使得污物不会过早的进入到滤层中并堵塞滤层。但是,在上述结构中,由于污水自身仍是在水平区域内不断进行循环往复的转动,在转动过程中,位于滤层表面的污染物会在有限的空间内循环,且总量会不断增加,当到达一定数量后仍将发生沉积,此时仍会对位于其一侧的滤层进行堵塞,从而影响后续的污水净化操作。Usually the above-mentioned setting method, because the sewage rotates continuously in a ring on the surface of the filter layer, compared with the conventional method of vertically entering the filter layer, the horizontally flowing sewage will wash away the pollutants on the surface of the filter layer, making the sewage The material will not enter the filter layer prematurely and block the filter layer. However, in the above structure, since the sewage itself is still continuously reciprocating in the horizontal area, during the rotation process, the pollutants on the surface of the filter layer will circulate in a limited space, and the total amount will continue to increase. When it reaches a certain amount, deposition will still occur, and at this time, the filter layer on one side will still be blocked, thereby affecting the subsequent sewage purification operation.

发明内容Contents of the invention

因此,本发明要解决的技术问题在于克服现有技术中的水平环流滤池中,污水在水平区域内呈环状流动、容易对滤层造成污染进而影响净化操作的缺陷。Therefore, the technical problem to be solved by the present invention is to overcome the defects in the horizontal circulation filter in the prior art that the sewage flows in a circular shape in the horizontal area, which easily pollutes the filter layer and affects the purification operation.

为此,本发明实施例提供了一种水平环流滤池,该水平环流滤池包括:For this reason, the embodiment of the present invention provides a kind of horizontal circulation filter, and this horizontal circulation filter comprises:

本体,内部呈中空结构,具有污水进水口和清水口;The main body has a hollow structure inside, with a sewage inlet and a clean water inlet;

过滤组件,设置在所述本体内,适于对流经的水体进行过滤,所述过滤组件设置在所述清水口的上游;A filter assembly is arranged in the body and is suitable for filtering the water passing through, and the filter assembly is arranged upstream of the clear water port;

环流过滤区,与所述污水进水口连通,并位于所述过滤组件的上游,所述环流过滤区至少包括与所述过滤组件相接触的水平扫流层,所述水平扫流层的水体在流经所述过滤组件时至少具有水平切向分力,适于将位于所述过滤组件上部位置的污染物,从水平扫流层上游侧沿所述过滤组件的顶壁冲刷至水平扫流层下游侧。The circulation filter area communicates with the sewage water inlet and is located upstream of the filter assembly, the circulation filter area at least includes a horizontal sweeping layer in contact with the filter assembly, and the water body in the horizontal sweeping layer is in the There is at least a horizontal tangential component when flowing through the filter assembly, which is suitable for washing the pollutants at the upper position of the filter assembly from the upstream side of the horizontal sweeping layer along the top wall of the filtering assembly to the horizontal sweeping layer downstream side.

可选地,沿水体的运输方向,所述环流过滤区还包括相互连通的上升区、缓流区和下降区:Optionally, along the transport direction of the water body, the circulating filter area also includes an interconnected ascending area, a slow-flowing area and a descending area:

所述水平扫流层、上升区、缓流区和下降区依次连通;The horizontal sweeping layer, the ascending zone, the slow-flowing zone and the descending zone are sequentially connected;

环流过滤区的进水口设置在所述水平扫流层的上游侧,且流入的水体可依次流经水平扫流层、上升区、缓流区和下降区,实现水体在环流过滤区内部的环流,适于分离水体中的污染物。The water inlet of the circulating filter area is set on the upstream side of the horizontal sweeping layer, and the inflowing water body can flow through the horizontal sweeping layer, ascending zone, slow flow zone and descending zone in sequence, so as to realize the circulation of the water body inside the circulating filtering zone , suitable for separating pollutants in water bodies.

可选地,所述上升区内设置有导流结构,所述导流结构包括:Optionally, a diversion structure is provided in the rising area, and the diversion structure includes:

导流板,设置在所述上升区内并与所述上升区的侧壁之间形成导流通道,所述导流通道适于对水体进行向上导流。The deflector is arranged in the rising area and forms a guiding channel between the side wall of the rising area, and the guiding channel is suitable for upwardly guiding the water body.

可选地,所述本体还具有反冲洗水出口,所述反冲洗水出口与所述环流过滤区连通,在反向冲洗时,水体可依次流经所述过滤组件和环流过滤区,并通过反冲洗水出口排出到本体外。Optionally, the body also has a backwash water outlet, and the backwash water outlet communicates with the circulation filter area. During backwash, the water body can flow through the filter assembly and the circulation filter area in sequence, and pass through The backwash water outlet is discharged out of the body.

可选地,所述导流结构还包括:Optionally, the diversion structure also includes:

第一挡砂板,与所述导流板的底侧连接,所述第一挡砂板的下端朝向所述本体的侧壁方向延伸;和/或,所述导流结构还包括:The first sand baffle is connected to the bottom side of the deflector, and the lower end of the first sand baffle extends toward the side wall of the body; and/or, the flow guide structure further includes:

第二挡砂板,与所述导流板的顶侧连接,所述第二挡砂板的顶端朝向所述本体的中心方向延伸。The second sand baffle is connected to the top side of the deflector, and the top end of the second sand baffle extends toward the center of the body.

可选地,水平环流滤池还包括:Optionally, the horizontal circulation filter also includes:

清水区,位于所述过滤组件的下游,并与所述清水口连通,适于收集并排出经所述过滤组件过滤的水体。The clean water area is located downstream of the filter assembly and communicates with the clean water port, and is suitable for collecting and discharging the water filtered by the filter assembly.

可选地,所述清水区包括:Optionally, the clear water area includes:

第一清水区,适于收集经所述过滤组件过滤的水体;The first clear water area is suitable for collecting water filtered by the filter assembly;

第二清水区,位于第一清水区的下游,并与所述第一清水区和清水口均连通,所述第二清水区高于所述环流过滤区设置;The second clean water zone is located downstream of the first clean water zone and communicates with both the first clean water zone and the clean water outlet, and the second clean water zone is set higher than the circulation filter zone;

过滤状态下,过滤后的水体可经第一清水区和第二清水区,由清水口排出;反洗状态下,第二清水区的水体适于在关闭所述污水进水口和清水口时,在自身重力的作用下,依次流经第一清水区、过滤组件和环流过滤区,并由反冲洗水出口排出到所述本体外。In the filtering state, the filtered water can pass through the first clear water area and the second clear water area, and be discharged from the clear water port; in the backwashing state, the water body in the second clear water area is suitable for self Under the action of gravity, it flows through the first clean water zone, the filter assembly and the circulation filter zone in sequence, and is discharged out of the body through the backwash water outlet.

可选地,水平环流滤池还包括:Optionally, the horizontal circulation filter also includes:

反冲洗布水管,设置在所述清水区内,并与所述过滤组件对应设置,适于向所述过滤组件提供反洗水。The backwash water distribution pipe is arranged in the clean water area and corresponding to the filter assembly, and is suitable for providing backwash water to the filter assembly.

可选地,所述环流过滤区设置有多个,多个所述环流过滤区呈环状分布设置在所述本体内,所述反冲洗布水管设置在所述本体的中心部位并与所述环流过滤区相连通。Optionally, there are multiple circulation filter areas, and the multiple circulation filter areas are distributed in the body in a ring shape, and the backwash water distribution pipe is arranged in the center of the body and connected to the body. The circulating filter areas are connected.

可选地,水平环流滤池还包括:Optionally, the horizontal circulation filter also includes:

混凝区,与所述污水进水口连通并位于所述环流过滤区的上游,适于对通入的水体混凝处理。The coagulation zone communicates with the sewage water inlet and is located upstream of the circulation filter zone, and is suitable for coagulation treatment of the incoming water body.

可选地,所述混凝区的侧壁上间隔分布设置有多个扰流板,所述扰流板将所述混凝区分隔为多个相互连通的舱室,水体在流经混凝区时可撞击所述扰流板,适于在混凝区加药时使水体与药物进行混合。Optionally, a plurality of spoilers are arranged at intervals on the side wall of the coagulation zone, and the spoilers divide the coagulation zone into a plurality of interconnected compartments, and the water body flows through the coagulation zone. The spoiler can hit the spoiler at the same time, which is suitable for mixing the water body and the medicine when adding the medicine in the coagulation area.

本发明技术方案,具有如下优点:The technical solution of the present invention has the following advantages:

1.本发明中污水从污水进水口进入到本体内部的环流过滤区,由于过滤组件上部的水平扫流层水体具有水平切向分力,因此能够将位于过滤组件上部位置的污染物,从水平扫流层的上游侧沿过滤组件的顶壁冲刷至下游侧,而不会过早堆积在过滤组件表层,能够延长水平环流滤池的清洁周期、降低清洁频率、节约能耗。同时,水平扫流层的部分水体在重力作用下,渗入过滤组件进行过滤,由于水平扫流层对污水进行水平扫流,因此可延长过滤周期,使过滤产生的清水水质更好、连续性更好、产水量大。1. In the present invention, the sewage enters the circulation filter area inside the body from the sewage water inlet. Since the water body in the horizontal sweeping layer on the upper part of the filter assembly has a horizontal tangential force, the pollutants located at the upper part of the filter assembly can be removed from the horizontal The upstream side of the sweeping layer scours along the top wall of the filter assembly to the downstream side without prematurely accumulating on the surface of the filter assembly, which can prolong the cleaning cycle of the horizontal circulation filter, reduce cleaning frequency and save energy consumption. At the same time, part of the water in the horizontal sweeping layer penetrates into the filter assembly for filtration under the action of gravity. Since the horizontal sweeping layer sweeps the sewage horizontally, the filtration period can be extended, and the clear water produced by filtration can be of better quality and more continuous. Good, large water production.

此外,由于过滤周期得到延长,因此对于过滤组件自身的要求也降低,此时过滤组件自身可以不必设置过深也可以完成在长时间的净化操作。从而有助于控制整个设备的体积,有助于控制成本并降低施工难度。In addition, since the filtration period is extended, the requirements for the filter assembly itself are also reduced. At this time, the filter assembly itself can complete the long-term purification operation without setting too deep. This helps to control the volume of the entire device, helps control costs and reduces construction difficulty.

2.本发明中的水平环流滤池在对污水进行过滤时,污水中的污染物可不断地在环流过滤区参与循环流动,通过设置环流过滤区,能够增大过滤组件上部的纳污空间、提高水平环流滤池的纳污能力。2. When the horizontal circulation filter in the present invention is filtering the sewage, the pollutants in the sewage can continuously participate in the circulating flow in the circulation filter area. By setting the circulation filter area, the dirt-holding space on the upper part of the filter assembly can be increased, Improve the dirt-holding capacity of the horizontal circulation filter.

3.本发明中导流通道的设置,能够对水体进行向上流动起到导向作用,避免水体在上升过程中出现短流。3. The setting of the diversion channel in the present invention can play a guiding role in the upward flow of the water body and avoid short flow in the rising process of the water body.

4.本发明中通过对水平环流滤池进行反向冲洗,水体可将堵塞在过滤组件中的污染物、以及环流过滤区内容纳的污染物一同冲洗并排出到本体外,从而提高过滤效果。4. In the present invention, by backwashing the horizontal circulation filter, the water body can flush the pollutants blocked in the filter assembly and the pollutants contained in the circulation filter area together and discharge them out of the body, thereby improving the filtering effect.

5.本发明中通过设置第一挡砂板,在进行反冲洗时,流入导流通道内的部分滤料层可在自身重力作用下,沿第一挡砂板回落至过滤组件内靠近第一挡砂板的一侧。通过设置第二挡砂板,反冲洗时流到环流过滤区内的滤料层,在反冲洗结束后可沿第二挡砂板和导流通道回落至过滤组件内靠近第一挡砂板的一侧,避免全部的滤料层集中回落到过滤组件的正上方,从而保证滤料层的平整度、以及后期过滤效果的稳定性。5. In the present invention, by setting the first sand baffle, during backwashing, part of the filter material layer flowing into the diversion channel can fall back along the first sand baffle to the filter assembly close to the first filter assembly under the action of its own gravity. One side of the fender. By setting the second sand baffle, the filter material layer that flows into the circulation filter area during backwashing can fall back along the second sand baffle and the diversion channel to the filter assembly near the first sand baffle after backwashing. On one side, prevent all the filter material layers from falling back to the top of the filter assembly, so as to ensure the flatness of the filter material layer and the stability of the filtering effect in the later stage.

6.本发明中的第一种实施方式和第二种实施方式采用设备自反洗方式,反洗状态下关闭污水进水口和清水口,第二清水区的水体在自身重力的作用下,依次流经第一清水区、过滤组件和环流过滤区,反向冲洗过滤组件和环流过滤区,水力擦洗堵塞在过滤组件中的污染物,使滤料层膨胀;同时,将过滤组件和环流过滤区内的污染物排出本体外。自反洗方式无需额外设置水力提升装置即可对设备实现反冲洗,可降低设备投入成本、节约能耗。6. The first embodiment and the second embodiment of the present invention adopt the self-backwashing method of the equipment, close the sewage water inlet and the clean water inlet in the backwash state, and the water body in the second clean water area flows sequentially under the action of its own gravity. After passing through the first clear water area, filter assembly and circulation filter area, backwash the filter assembly and circulation filter area, and hydraulically scrub the pollutants blocked in the filter assembly to expand the filter material layer; at the same time, the filter assembly and the circulation filter area The pollutants are discharged from the body. The self-backwashing method can backwash the equipment without additional hydraulic lifting devices, which can reduce equipment investment costs and save energy consumption.

7.本发明中在环流过滤区上游设置混凝区,在水体内有微污染的情况,可在混凝区内投加药剂,污水在流经混凝区时可撞击扰流板,从而与药物充分混合;在不需要加药时,混凝区可作为较大的配水仓进行均匀进水。7. In the present invention, a coagulation zone is set upstream of the circulation filter zone. In the case of micro-pollution in the water body, chemicals can be added in the coagulation zone, and the sewage can hit the spoiler when it flows through the coagulation zone, thereby interacting with the coagulation zone. The medicine is fully mixed; when dosing is not required, the coagulation area can be used as a larger water distribution tank for uniform water intake.

8.本发明中第三种实施方式和第四种实施方式的水平环流滤池采用外源压力的反洗方式,反洗时,通过水力提升装置,如水泵,向反冲洗布水管内压送外部清水,反冲洗布水管向清水区内布水,并依次流经过滤组件和环流过滤区,以实现反冲洗。8. The horizontal circulation filter of the third embodiment and the fourth embodiment of the present invention adopts the backwashing method of external pressure. When backwashing, the hydraulic lifting device, such as a water pump, is used to push the water into the backwashing distribution pipe. External clean water, backwash distribution pipe distributes water to the clean water area, and flows through the filter assembly and circulation filter area in order to achieve backwash.

附图说明Description of drawings

为了更清楚地说明本发明具体实施方式或现有技术中的技术方案,下面将对具体实施方式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,下面描述中的附图是本发明的一些实施方式,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the specific implementation of the present invention or the technical solutions in the prior art, the following will briefly introduce the accompanying drawings that need to be used in the specific implementation or description of the prior art. Obviously, the accompanying drawings in the following description The drawings show some implementations of the present invention, and those skilled in the art can obtain other drawings based on these drawings without any creative work.

图1为本发明第一种实施方式中水平环流滤池的结构示意图;Fig. 1 is a schematic structural view of a horizontal circulation filter in a first embodiment of the present invention;

图2为图1中水平环流滤池的俯视图;Fig. 2 is the top view of the horizontal circulation filter tank in Fig. 1;

图3为本发明第二种实施方式中水平环流滤池的结构示意图;Fig. 3 is a schematic structural view of a horizontal circulation filter in a second embodiment of the present invention;

图4为本发明第三种实施方式中水平环流滤池的结构示意图;Fig. 4 is a schematic structural view of a horizontal circulation filter in a third embodiment of the present invention;

图5为本发明第四种实施方式中水平环流滤池的结构示意图;Fig. 5 is a schematic structural view of a horizontal circulation filter in a fourth embodiment of the present invention;

图6为本发明第五种实施方式中水平环流滤池的结构示意图;Fig. 6 is a schematic structural view of a horizontal circulation filter in a fifth embodiment of the present invention;

图7为本发明第六种实施方式中水平环流滤池的结构示意图。Fig. 7 is a schematic structural view of a horizontal circulation filter in the sixth embodiment of the present invention.

附图标记说明:Explanation of reference signs:

1、本体;11、污水进水口;12、清水口;13、反冲洗水出口;1. Body; 11. Sewage water inlet; 12. Clean water outlet; 13. Backwash water outlet;

2、过滤组件;21、滤料层;22、过滤帽;2. Filter assembly; 21. Filter material layer; 22. Filter cap;

3、环流过滤区;31、水平扫流层;32、上升区;33、缓流区;34、下降区;351、第一倒角板;352、第二倒角板;353、第三倒角板;3. Circulation filter area; 31. Horizontal sweeping layer; 32. Rise area; 33. Slow flow area; 34. Fall area; 351. First chamfered plate; 352. Second chamfered plate; 353. Third chamfered plate gusset;

4、导流结构;41、导流板;411、导流通道;42、第一挡砂板;43、第二挡砂板;4. diversion structure; 41. deflector; 411. diversion channel; 42. first sand retaining plate; 43. second sand retaining plate;

5、清水区;51、第一清水区;52、第二清水区;53、清水连通管;5. Clear water area; 51. First clear water area; 52. Second clear water area; 53. Clear water connecting pipe;

61、反冲洗布水管;62、反洗排水槽;61. Backwash cloth water pipe; 62. Backwash drainage tank;

7、混凝区;71、扰流板。7. Coagulation area; 71. Spoiler.

具体实施方式Detailed ways

下面将结合附图对本发明的技术方案进行清楚、完整地描述,显然,所描述的实施例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做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 of the present invention will be clearly and completely described below in conjunction with the accompanying drawings. Apparently, the described embodiments are some of the embodiments of the present invention, but not all of them. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

在本发明的描述中,需要说明的是,术语“中心”、“上”、“下”、“左”、“右”、“竖直”、“水平”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。此外,术语“第一”、“第二”、“第三”仅用于描述目的,而不能理解为指示或暗示相对重要性。In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" etc. The indicated orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, or in a specific orientation. construction and operation, therefore, should not be construed as limiting the invention. In addition, the terms "first", "second", and "third" are used for descriptive purposes only, and should not be construed as indicating or implying relative importance.

在本发明的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本发明中的具体含义。In the description of the present invention, it should be noted that unless otherwise specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection or a detachable connection. Connected, or integrally connected; it may be mechanically connected or electrically connected; it may be directly connected or indirectly connected through an intermediary, and it may be the internal communication of two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present invention in specific situations.

此外,下面所描述的本发明不同实施方式中所涉及的技术特征只要彼此之间未构成冲突就可以相互结合。In addition, the technical features involved in the different embodiments of the present invention described below may be combined with each other as long as there is no conflict with each other.

实施例1Example 1

如图1至图2所示,本发明实施例提供了一种水平环流滤池,该水平环流滤池包括本体1、过滤组件2和环流过滤区3,具体地,本体1内部呈中空结构,具有污水进水口11和清水口12,污水从污水进水口11通入到本体1内部,经过滤组件2处理得到的清水由清水口12排到本体1外部;过滤组件2设置在本体1内,适于对流经的水体进行过滤,过滤组件2设置在清水口12的上游;环流过滤区3与污水进水口11连通,环流过滤区3位于过滤组件2的上游,环流过滤区3至少包括与过滤组件2相接触的水平扫流层31,水平扫流层31的水体在流经过滤组件2时至少具有水平切向分力,适于将位于过滤组件2上部位置的污染物,从水平扫流层31的上游侧沿过滤组件2的顶壁冲刷至水平扫流层31的下游侧。As shown in Figures 1 to 2, the embodiment of the present invention provides a horizontal circulation filter, which includes a body 1, a filter assembly 2 and a circulation filter area 3, specifically, the body 1 has a hollow structure inside, It has a sewage water inlet 11 and a clean water port 12. The sewage is passed into the body 1 from the sewage water inlet 11, and the clean water obtained by the filter assembly 2 is discharged to the outside of the body 1 through the clean water port 12; the filter assembly 2 is arranged in the body 1, suitable for To filter the passing water, the filter assembly 2 is arranged upstream of the clear water inlet 12; the circulation filter area 3 is connected to the sewage water inlet 11, and the circulation filter area 3 is located at the upstream of the filter assembly 2, and the circulation filter area 3 includes at least the filter assembly 2. The horizontal sweeping layer 31 in contact, the water body of the horizontal sweeping layer 31 has at least a horizontal tangential component force when flowing through the filter assembly 2, which is suitable for removing the pollutants located at the upper part of the filter assembly 2 from the horizontal sweeping layer 31 The upstream side is flushed along the top wall of the filter assembly 2 to the downstream side of the horizontal sweeping layer 31 .

如图1中箭头所示,水平扫流层31的上游侧位于本体内背离中心区域的外侧位置,水平扫流层31的下游侧位于本体的中心区域,随着过滤操作的进行,污染物将从外侧位置向中心区域进行不断流动并在中心区域附近进行沉积。As shown by the arrow in Figure 1, the upstream side of the horizontal sweeping layer 31 is located at the outer position away from the central area in the body, and the downstream side of the horizontal sweeping layer 31 is located at the central area of the body. As the filtering operation proceeds, the pollutants will Continuous flow from the outer locations to the central region and deposition near the central region.

如此设置,污水从污水进水口11进入到本体1内部的环流过滤区3,由于过滤组件2上部的水平扫流层31水体具有水平切向分力,因此能够将位于过滤组件2上部位置的污染物,从水平扫流层31的上游侧沿过滤组件2的顶壁冲刷至下游侧,而不会过早堆积在过滤组件2的表层,能够延长水平环流滤池的清洁周期、降低清洁频率、节约能耗。同时,水平扫流层31的部分水体在重力作用下,渗入过滤组件2进行过滤,由于水平扫流层31对污水进行水平扫流,因此可延长过滤周期,使过滤产生的清水水质更好、连续性更好、产水量大。In this way, the sewage enters the circulation filter area 3 inside the body 1 from the sewage water inlet 11. Since the water body in the horizontal sweeping layer 31 on the upper part of the filter assembly 2 has a horizontal tangential force, the pollution located at the upper part of the filter assembly 2 can be removed. The matter is washed from the upstream side of the horizontal sweeping layer 31 to the downstream side along the top wall of the filter assembly 2, without prematurely accumulating on the surface of the filter assembly 2, which can prolong the cleaning period of the horizontal circulation filter tank, reduce the cleaning frequency, Save energy. At the same time, part of the water body in the horizontal sweeping layer 31 infiltrates into the filter assembly 2 to filter under the action of gravity. Since the horizontal sweeping layer 31 sweeps the sewage horizontally, the filtration period can be extended, and the quality of clear water produced by filtration is better. Better continuity and larger water production.

可选地,本实施例中的水平环流滤池的本体1可以是金属材料制成,也可以是混凝土结构制成的池体,还可以是其他材料制成,本实施例对此不做限定;优选地,本体1为钢结构制成。可选地,污水通过重力流或者压力流进入本体1内进行过滤。Optionally, the body 1 of the horizontal circulation filter in this embodiment can be made of metal material, or a pool body made of concrete structure, or other materials, which is not limited in this embodiment ; Preferably, the body 1 is made of steel structure. Optionally, sewage enters the body 1 through gravity flow or pressure flow for filtration.

可选地,过滤组件2包括滤料层21。可选地,滤料层21为石英砂或其他过滤材料。可选地,过滤组件2还包括设置在滤料层21底部的过滤帽22。Optionally, the filter assembly 2 includes a filter material layer 21 . Optionally, the filter material layer 21 is quartz sand or other filter materials. Optionally, the filter assembly 2 further includes a filter cap 22 arranged at the bottom of the filter material layer 21 .

可选地,沿水体的运输方向,环流过滤区3还包括相互连通的上升区32、缓流区33和下降区34:水平扫流层31、上升区32、缓流区33和下降区34依次连通;环流过滤区3的进水口设置在水平扫流层31的上游侧,且流入的水体可依次流经水平扫流层31、上升区32、缓流区33和下降区34,实现水体在环流过滤区3内部的环流,适于分离水体中的污染物。Optionally, along the transport direction of the water body, the circulating filter area 3 also includes an ascending area 32, a slow-flow area 33 and a descending area 34 connected to each other: a horizontal sweeping layer 31, an ascending area 32, a slow-flowing area 33 and a descending area 34 Connected in sequence; the water inlet of the circulation filter area 3 is set on the upstream side of the horizontal sweeping layer 31, and the inflowing water body can flow through the horizontal sweeping layer 31, the rising area 32, the slow flow area 33 and the descending area 34 in sequence, realizing the water body The circulation inside the circulation filtration zone 3 is suitable for separating pollutants in the water body.

本实施例中的水平环流滤池在对污水进行过滤时,污水中的污染物可不断地在环流过滤区3参与循环流动,通过设置环流过滤区3,能够增大过滤组件2上部的纳污空间、提高水平环流滤池的纳污能力。When the horizontal circulation filter in this embodiment is filtering the sewage, the pollutants in the sewage can continuously participate in the circulation flow in the circulation filter area 3, and by setting the circulation filter area 3, the dirt holding capacity of the upper part of the filter assembly 2 can be increased space and improve the dirt-holding capacity of the horizontal circulation filter.

环流过滤区3的进水口朝向本体1的中心方向,且环流过滤区3的进水口小于本体1的进水口,以使得污水呈近似平行过滤组件2上表层的方式高速流入环流过滤区3,以形成水平扫流层31;根据伯努利原理,环流过滤区3下降区34的水体在落入水平扫流层31的上游侧时,由于压力差的作用,水体会保持与进水时的方向,即,与水平扫流层31水体的流动方向保持一致。可选地,上升区32的侧壁下端靠近水平扫流层31下游侧设置,并与过滤组件2连接形成第一倒角板351,该第一倒角板351具有朝向上方的斜面,能够使水体流经水平扫流层31的下游侧时,顺着第一倒角板351上的斜面流向上升区32。可选地,上升区32的侧壁上端倾斜设置有第二倒角板352,下降区34的侧壁上端倾斜设置有第三倒角板353,使得水体能够顺利地从上升区32流向缓流区33,并由缓流区33流向下降区34,从而使得水体在环流过滤区3内部形成一个环状流。The water inlet of the circulation filter area 3 faces the center of the body 1, and the water inlet of the circulation filter area 3 is smaller than the water inlet of the body 1, so that the sewage flows into the circulation filter area 3 at a high speed in a manner approximately parallel to the upper surface of the filter assembly 2, so that Form a horizontal sweeping layer 31; according to Bernoulli's principle, when the water body in the descending area 34 of the circulation filter area 3 falls into the upstream side of the horizontal sweeping layer 31, due to the effect of the pressure difference, the water body remains in the same direction as the water intake , that is, keep consistent with the flow direction of the water body in the horizontal sweeping layer 31 . Optionally, the lower end of the side wall of the rising area 32 is set close to the downstream side of the horizontal sweeping layer 31, and is connected with the filter assembly 2 to form a first chamfered plate 351. The first chamfered plate 351 has a slope facing upwards, enabling When the water body flows through the downstream side of the horizontal sweeping layer 31 , it flows toward the rising area 32 along the slope on the first chamfered plate 351 . Optionally, the upper end of the side wall of the rising area 32 is obliquely provided with a second chamfering plate 352, and the upper end of the side wall of the descending area 34 is obliquely provided with a third chamfering plate 353, so that the water body can smoothly flow from the ascending area 32 to the slow flow. zone 33, and flows from the slow flow zone 33 to the descending zone 34, so that the water body forms an annular flow inside the circulation filter zone 3.

需要说明的是,本实施例中的缓流区33指的是:在上升区32向上流动的水体由于自身重力作用,流速相对减慢,水体在经上升区32侧壁的第二倒角板352后改变方向并流向下降区34的上游侧,上升区32的下游侧与下降区34的上游侧之间的区域即为缓流区33。It should be noted that the slow flow zone 33 in this embodiment refers to: the water body flowing upward in the rising zone 32 is relatively slowed down due to its own gravity, and the water body passes through the second chamfered plate on the side wall of the rising zone 32 After 352, it changes direction and flows to the upstream side of the descending zone 34, and the area between the downstream side of the ascending zone 32 and the upstream side of the descending zone 34 is the slow flow zone 33.

可选地,上升区32内设置有导流结构4,导流结构4包括导流板41,导流板41设置在上升区32内并与上升区32的侧壁之间形成导流通道411,导流通道411适于对水体进行向上导流。导流通道411的设置,能够对水体的向上流动起到导向作用,避免水体在上升过程中出现短流。Optionally, a flow guiding structure 4 is arranged in the rising area 32, and the flow guiding structure 4 includes a flow guiding plate 41, and the flow guiding plate 41 is arranged in the rising area 32 and forms a flow guiding channel 411 between the side walls of the rising area 32 , the diversion channel 411 is suitable for upward diversion of the water body. The setting of the diversion channel 411 can play a guiding role in the upward flow of the water body, so as to avoid short flow in the rising process of the water body.

随着过滤时间的推移,环流过滤区3内污染物的浓度越来越高;另外,在长期过滤操作后,由于污染物堵塞在过滤组件2内,导致过滤效果降低。因此,需要对水平环流滤池进行清洗,常用的清洗方式为对设备进行反向冲洗。As the filtration time elapses, the concentration of pollutants in the circulation filter area 3 is getting higher and higher; in addition, after long-term filtration operation, the filtering effect is reduced due to the blockage of pollutants in the filter assembly 2 . Therefore, it is necessary to clean the horizontal circulation filter, and the commonly used cleaning method is to backwash the equipment.

可选地,本体1还具有反冲洗水出口13,反冲洗水出口13与环流过滤区3连通,在反向冲洗时,水体可依次流经过滤组件2和环流过滤区3,并通过反冲洗水出口13排出到本体1外。通过对水平环流滤池进行反向冲洗,水体可将堵塞在过滤组件2中的污染物、以及环流过滤区3内容纳的污染物一同冲洗并排出到本体1外,从而提高过滤效果。Optionally, the body 1 also has a backwash water outlet 13, and the backwash water outlet 13 communicates with the circulation filter area 3. During backwashing, the water body can flow through the filter assembly 2 and the circulation filter area 3 in sequence, and pass through the backwash The water outlet 13 is discharged out of the body 1 . By backwashing the horizontal circulation filter, the water body can flush the pollutants blocked in the filter assembly 2 and the pollutants contained in the circulation filter area 3 together and discharge them out of the body 1, thereby improving the filtering effect.

相较于常规设计,本实施例采用水平扫流的过滤方式,由于过滤周期得到延长,因此对过滤组件2自身的要求也降低,可减少所需的滤料层21厚度,由于滤料层21厚度的减少,可降低本体1的高度,从而降低投资成本;同时,由于滤料层21厚度的减少,可减少反冲洗水的用量,反洗持续时间短,节约能耗。Compared with the conventional design, this embodiment adopts the filtering method of horizontal sweeping flow. Since the filtering cycle is extended, the requirements for the filter assembly 2 itself are also reduced, and the required thickness of the filter material layer 21 can be reduced. Because the filter material layer 21 The reduction in thickness can reduce the height of the body 1, thereby reducing the investment cost; at the same time, due to the reduction in the thickness of the filter material layer 21, the amount of backwash water can be reduced, the backwash duration is short, and energy consumption is saved.

可选地,导流结构4还包括第一挡砂板42,第一挡砂板42上端与导流板41的底侧连接,下端朝向本体1的侧壁方向延伸。通过设置第一挡砂板42,在进行反冲洗时,流入导流通道411内的部分滤料层21可在自身重力作用下,沿第一挡砂板42回落至过滤组件2内靠近第一挡砂板42的一侧。Optionally, the flow guide structure 4 further includes a first sand baffle 42 , the upper end of the first sand baffle 42 is connected to the bottom side of the flow guide 41 , and the lower end extends toward the side wall of the body 1 . By setting the first sand baffle 42, during backwashing, part of the filter material layer 21 flowing into the diversion channel 411 can fall back along the first sand baffle 42 to the inside of the filter assembly 2 under the action of its own gravity. One side of the fender 42.

可选地,导流结构4还包括第二挡砂板43,第二挡砂板43的下端与导流板41的顶侧连接,顶端朝向本体1的中心方向延伸。通过设置第二挡砂板43,反冲洗时流到环流过滤区3内的滤料层21,在反冲洗结束后可沿第二挡砂板43和导流通道411回落至过滤组件2内靠近第一挡砂板42的一侧,避免全部的滤料层21集中回落到过滤组件2的正上方,从而保证滤料层21的平整度、以及后期过滤效果的稳定性。Optionally, the flow guide structure 4 further includes a second sand baffle 43 , the lower end of the second sand baffle 43 is connected to the top side of the flow guide 41 , and the top end extends toward the center of the body 1 . By setting the second sand baffle 43, the filter material layer 21 that flows into the circulation filter area 3 during backwashing can fall back into the filter assembly 2 along the second sand baffle 43 and the guide channel 411 after the backwashing is completed. One side of the first sand baffle 42 prevents all the filter material layer 21 from falling back directly above the filter assembly 2, thereby ensuring the flatness of the filter material layer 21 and the stability of the later filtering effect.

可选地,水平环流滤池还包括清水区5,清水区5位于过滤组件2的下游,并与清水口12连通,适于收集并排出经过滤组件2过滤的水体。可选地,经反冲洗得到的反冲洗水,排放至其他水平环流滤池中进行过滤处理。Optionally, the horizontal circulation filter further includes a clean water area 5, which is located downstream of the filter assembly 2 and communicates with the clean water port 12, and is suitable for collecting and discharging the water filtered by the filter assembly 2. Optionally, the backwash water obtained after backwashing is discharged into other horizontal circulation filter tanks for filtration treatment.

在本实施例中,可选地,清水区5包括第一清水区51和第二清水区52,第一清水区51适于收集经过滤组件2过滤的水体;第二清水区52位于第一清水区51的下游,并与第一清水区51和清水口12均连通,第二清水区52高于环流过滤区3设置;过滤状态下,过滤后的水体可经第一清水区51和第二清水区52,由清水口12排出;反洗状态下,第二清水区52的水体适于在关闭污水进水口11和清水口12时,在自身重力的作用下,依次流经第一清水区51、过滤组件2和环流过滤区3,并由反冲洗水出口13排出到本体1外。In this embodiment, optionally, the clear water area 5 includes a first clear water area 51 and a second clear water area 52, the first clear water area 51 is suitable for collecting water filtered by the filter assembly 2; the second clear water area 52 is located at the first The downstream of the clear water area 51 is connected with the first clear water area 51 and the clear water outlet 12, and the second clear water area 52 is arranged higher than the circulating filter area 3; under the filtering state, the filtered water can pass through the first clear water area 51 and the second The clear water area 52 is discharged by the clear water port 12; under the backwashing state, the water body in the second clear water area 52 is suitable for flowing through the first clear water area 51, The filter assembly 2 and the circulating filter area 3 are discharged out of the main body 1 through the backwash water outlet 13 .

本实施例采用设备自反洗方式,反洗状态下关闭污水进水口11和清水口12,第二清水区52的水体在自身重力的作用下,依次流经第一清水区51、过滤组件2和环流过滤区3,以反向冲洗过滤组件2和环流过滤区3,水力擦洗堵塞在过滤组件2中的污染物,使滤料层21膨胀;同时,将过滤组件2和环流过滤区3内的污染物排出本体1外。自反洗方式无需额外设置水力提升装置,如水泵,即可对设备实现反冲洗,可降低设备投入成本、节约能耗。This embodiment adopts the self-backwashing method of the equipment. In the backwashing state, the sewage water inlet 11 and the clean water port 12 are closed, and the water body in the second clean water area 52 flows through the first clean water area 51, the filter assembly 2 and the water body in sequence under the action of its own gravity. Circular flow filter area 3, with reverse flushing filter assembly 2 and circular flow filter area 3, hydraulic scrubbing is blocked the pollutant in filter assembly 2, makes filter material layer 21 expand; Simultaneously, the Pollutants are discharged out of the body 1 . The self-backwashing method does not require additional hydraulic lifting devices, such as water pumps, to backwash the equipment, which can reduce equipment investment costs and save energy consumption.

可选地,水平环流滤池还包括混凝区7,混凝区7与污水进水口11连通并位于环流过滤区3的上游,适于对通入的水体混凝处理。可选地,混凝区7的侧壁上间隔分布设置有多个扰流板71,扰流板71将混凝区7分隔为多个相互连通的舱室,水体在流经混凝区7时可撞击扰流板71,适于在混凝区7加药时使水体与药物进行混合。Optionally, the horizontal circulation filter further includes a coagulation zone 7, which communicates with the sewage water inlet 11 and is located upstream of the circulation filter zone 3, and is suitable for coagulation treatment of the incoming water. Optionally, a plurality of spoilers 71 are arranged at intervals on the side wall of the coagulation zone 7, and the spoilers 71 divide the coagulation zone 7 into a plurality of interconnected compartments. When the water body flows through the coagulation zone 7 It can hit the spoiler 71 and is suitable for mixing the water body and the medicine when the medicine is added in the coagulation area 7 .

在环流过滤区3上游设置混凝区7,当水体内有微污染时,可在混凝区7内投加药剂,污水在流经混凝区7时可撞击扰流板71,从而与药物充分混合;在不需要加药时,混凝区7可作为较大的配水仓进行均匀进水。A coagulation zone 7 is arranged upstream of the circulation filter zone 3. When there is micro-pollution in the water body, chemicals can be added in the coagulation zone 7, and the sewage can hit the spoiler 71 when flowing through the coagulation zone 7, thereby interacting with the medicine Fully mixed; when dosing is not required, the coagulation zone 7 can be used as a larger water distribution tank for uniform water intake.

可选地,环流过滤区3和过滤组件2对应形成一组过滤单元,过滤单元设置为多组,多组过滤单元呈环状分布设置在本体1内。相应地,污水进水口11、清水口12以及反冲洗水出口13也对应设置为多个。Optionally, the circulation filter area 3 and the filter assembly 2 correspond to form a group of filter units, and the filter units are arranged in multiple groups, and the multiple groups of filter units are disposed in the body 1 in a ring shape. Correspondingly, a plurality of sewage water inlets 11 , clean water inlets 12 and backwash water outlets 13 are correspondingly provided.

可选地,在本实施例中,混凝区7设置为多个,并与过滤单元一一对应设置,混凝区7环绕设置在环流过滤区3的外周,下降区34的外侧壁和本体1内壁之间形成混凝区7。可选地,混凝区7的底端形成有水平流通通道,以供混凝区7内部的水体经该水平流通通道,以近似平行过滤组件2上表层的方式高速流入环流过滤区3。可选地,混凝区7的两相对侧壁的底端对应设置有一壁板,两个相对设置的壁板之间形成该水平流通通道。Optionally, in this embodiment, there are multiple coagulation zones 7, which are arranged in one-to-one correspondence with the filter units. The coagulation zone 7 is arranged around the periphery of the circulation filter zone 3, and the outer wall and body of the descending zone 34 1 A coagulation zone 7 is formed between the inner walls. Optionally, a horizontal flow channel is formed at the bottom of the coagulation area 7, so that the water inside the coagulation area 7 can flow into the circulation filter area 3 at a high speed in a manner approximately parallel to the upper surface of the filter assembly 2 through the horizontal flow channel. Optionally, a wall plate is correspondingly provided at the bottom ends of two opposite side walls of the coagulation zone 7, and the horizontal circulation channel is formed between the two opposite wall plates.

在本实施例中,相邻两组过滤单元之间具有预设间隔,以使得位于过滤单元上下两侧的第一清水区51和第二清水区52之间在本体1内连通。In this embodiment, there is a preset interval between two adjacent groups of filter units, so that the first clean water area 51 and the second clean water area 52 located on the upper and lower sides of the filter units communicate within the body 1 .

作为一种实施方式,清水区5与各环流过滤区3均连通,可实现同时对多个环流过滤区3一并进行反洗,以提高该水平环流滤池整体设备的反冲洗效率。As an embodiment, the clean water area 5 is connected to each circulation filter area 3, so that multiple circulation filter areas 3 can be backwashed at the same time, so as to improve the backwash efficiency of the overall equipment of the horizontal circulation filter.

可选地,作为另一种实施方式,附图中未显示,沿本体宽度方向上两个环流过滤区3为一组,沿本体1长度方向清水区设置为多个,多个所述清水区5与一组环流过滤区3之间一一对应设置,如此设置,当其他环流过滤区3不需要反洗时,可单独对某一组环流过滤区3进行反冲洗,而无需对所有的环流过滤区3进行同时反洗,当对其中一组环流过滤区3进行反冲洗时,不会影响其他组环流过滤区3进行过滤操作。Optionally, as another embodiment, not shown in the accompanying drawings, two circulating filter areas 3 form a group along the width direction of the body, and there are multiple clear water areas along the length direction of the body 1, and multiple clear water areas 5 and a group of circulating filter areas 3 are set in one-to-one correspondence. In this way, when other circulating filtering areas 3 do not need to be backwashed, a certain group of circulating filtering areas 3 can be backwashed separately without the need for all circulating filtering areas. The filter areas 3 are backwashed at the same time, and when one group of the circulation filter areas 3 is backwashed, it will not affect the filtering operation of the other groups of the circulation filter areas 3 .

在本实施例中,反冲洗水出口13与环流过滤区3的顶壁之间通过管道连通,在反清洗时,水体可由该管道从环流过滤区3排出本体1。In this embodiment, the backwash water outlet 13 communicates with the top wall of the circulation filter area 3 through a pipeline, and water body can be discharged from the body 1 from the circulation filter area 3 through the pipeline during backwashing.

优选地,过滤单元设置为均布在本体1内的四组,设置的混凝区7为四个,与过滤单元一一对应设置,并环绕设置在过滤组件2的外周。当然,过滤单元的组数可以根据实际进行调整,本实施例对此不做限定。Preferably, the filter units are arranged in four groups uniformly distributed in the body 1 , and four coagulation zones 7 are provided, corresponding to the filter units one by one, and arranged around the periphery of the filter assembly 2 . Of course, the number of groups of filter units can be adjusted according to actual conditions, which is not limited in this embodiment.

实施例2Example 2

如图3所示,并参考图1至图2,本实施例中的水平环流滤池与实施例1的其余结构相同,区别在于:本实施例中,环流过滤区3和过滤组件2对应形成一组过滤单元,过滤单元设置为多组,多组过滤单元呈环状分布设置在本体1内。混凝区7设置为一个,多组过滤单元环绕设置在混凝区7的外周。可选的,多个下降区34的外侧壁形成混凝区7。本体1上的污水进水口11与混凝区7的入水口之间通过管道连通。As shown in Figure 3, and with reference to Figures 1 to 2, the horizontal circulation filter in this embodiment is the same as the rest of the structure of Embodiment 1, the difference is that in this embodiment, the circulation filter area 3 and the filter assembly 2 are formed correspondingly A group of filter units, the filter units are arranged in multiple groups, and the multiple groups of filter units are distributed in the body 1 in a ring shape. One coagulation zone 7 is provided, and multiple groups of filter units are arranged around the periphery of the coagulation zone 7 . Optionally, the outer sidewalls of the plurality of descending zones 34 form the coagulation zone 7 . The sewage water inlet 11 on the body 1 communicates with the water inlet of the coagulation zone 7 through a pipeline.

可选的,第一清水区51和第二清水区52之间连通设置有清水连通管53,可选的,清水连通管53设置在本体1外。当然,清水连通管53也可以设置在本体1内,本实施例对此不进行限制。Optionally, a clean water communication pipe 53 is connected between the first clean water area 51 and the second clean water area 52 , and optionally, the clean water communication pipe 53 is arranged outside the main body 1 . Of course, the clear water communication pipe 53 can also be arranged in the main body 1, which is not limited in this embodiment.

本实施例能够达到实施例1所能达到的有益效果,对此本实施例不再赘述。This embodiment can achieve the beneficial effect that Embodiment 1 can achieve, so this embodiment will not repeat it.

实施例3Example 3

如图4所示,并参考图1至图2,本实施例中的水平环流滤池与实施例1的其余结构相同,区别在于:在本实施例中,水平环流滤池还包括反冲洗布水管61,反冲洗布水管61设置在清水区5内并与过滤组件2对应设置,适于向过滤组件2提供反洗水。可选地,反冲洗布水管61的周壁上均匀设置有若干出水孔,可在反洗时向过滤组件2均匀布水。可选地,所述环流过滤区3设置有多个,多个所述环流过滤区3呈环状分布设置在所述本体1内,所述反冲洗布水管61设置在所述本体1的中心部位并与所述环流过滤区3相连通。As shown in Figure 4, and with reference to Figures 1 to 2, the horizontal circulation filter in this embodiment is the same as the rest of the structure of Embodiment 1, the difference is that in this embodiment, the horizontal circulation filter also includes a backwash cloth The water pipe 61 and the backwash water distribution pipe 61 are arranged in the clean water area 5 and correspond to the filter assembly 2, and are suitable for providing backwash water to the filter assembly 2. Optionally, a number of water outlet holes are uniformly arranged on the peripheral wall of the backwash water distribution pipe 61 , which can evenly distribute water to the filter assembly 2 during backwash. Optionally, there are multiple circulating filter areas 3, and multiple circulating filtering areas 3 are disposed in the body 1 in a ring shape, and the backwash water distribution pipe 61 is set at the center of the body 1 position and communicate with the circulation filter area 3.

本实施例中的水平环流滤池,清水区5设置在本体1下部,在过滤时,过滤后的水体能够从本体1下部的清水区5由清水口12排出;同时,本实施例采用外源压力的反洗方式,反洗时,通过水力提升装置,如水泵,向反冲洗布水管61内压送外部清水,反冲洗布水管61向清水区5内布水,并依次流经过滤组件2和环流过滤区3,以实现反冲洗。In the horizontal circulation filter in this embodiment, the clear water area 5 is arranged at the lower part of the body 1. When filtering, the filtered water can be discharged from the clear water area 5 at the lower part of the main body 1 through the clear water port 12; at the same time, this embodiment uses external pressure Backwashing method, when backwashing, through the hydraulic lifting device, such as a water pump, pressurize the external clean water into the backwashing water distribution pipe 61, and the backwashing water distribution pipe 61 distributes water to the clean water area 5, and then flows through the filter assembly 2 and Loop filter zone 3 for backwashing.

可选地,在本实施例中,多个环流过滤区3的顶部相互连通,反冲洗布水管61与多个环流过滤区3均连通,通过反冲洗布水管61可实现对多个环流过滤区3同时进行反洗,以提高该水平环流滤池整体设备的反冲洗效率。Optionally, in this embodiment, the tops of the plurality of circulating filter areas 3 are connected to each other, and the backwashing water distribution pipe 61 is connected to the plurality of circulating filtering areas 3, and the backwashing water distribution pipe 61 can realize the cleaning of multiple circulating filtering areas. 3. Perform backwashing at the same time to improve the backwashing efficiency of the overall equipment of the horizontal circulation filter.

可选地,相邻两个环流过滤区3之间形成有反洗排水槽62,反洗排水槽62与环流过滤区3和反冲洗水出口13均连通,可收集并排出经反洗后相邻两个环流过滤区3内的反冲洗水;优选地,反洗排水槽62由相邻两个环流过滤区3的相对侧壁形成。可选地,本体1上的反冲洗水出口13与反洗排水槽62之间通过管道连通。当然,反冲洗水出口13也可以设置在本体1上与环流过滤区3相连通的的顶壁或侧壁上,本领域的技术人员可以根据实际需求进行设计,本实施例对此不做限定。Optionally, a backwash drainage tank 62 is formed between two adjacent circulation filter areas 3, and the backwash drainage tank 62 communicates with the circulation filter area 3 and the backwash water outlet 13, and can collect and discharge the backwashed phase. Adjacent to the backwash water in the two circulation filter areas 3 ; preferably, the backwash drainage tank 62 is formed by the opposite side walls of the two adjacent circulation filter areas 3 . Optionally, the backwash water outlet 13 on the body 1 communicates with the backwash drainage tank 62 through a pipeline. Of course, the backwash water outlet 13 can also be arranged on the top wall or side wall of the main body 1 that communicates with the circulation filter area 3, and those skilled in the art can design according to actual needs, which is not limited in this embodiment .

实施例1或2所能达到的其他有益效果,本实施例同样也能够达到,对此本实施例不再赘述。Other beneficial effects that can be achieved in embodiment 1 or 2 can also be achieved in this embodiment, and details will not be repeated in this embodiment.

实施例4Example 4

如图5所示,并参考图1至图4,本实施例中的水平环流滤池与实施例3的其余结构相同,区别在于:本实施例中,多组过滤单元环绕设置在混凝区7的外周。可选的,多个下降区34的外侧壁形成混凝区7。本体1上的污水进水口11与混凝区7的入水口之间通过管道连通。As shown in Figure 5, and with reference to Figures 1 to 4, the horizontal circulation filter in this embodiment is the same as the rest of the structure of Embodiment 3, the difference is that in this embodiment, multiple groups of filter units are arranged around the coagulation area 7's perimeter. Optionally, the outer sidewalls of the plurality of descending zones 34 form the coagulation zone 7 . The sewage water inlet 11 on the body 1 communicates with the water inlet of the coagulation zone 7 through a pipeline.

本实施例与实施例3均采用外源压力的反洗方式,同样能够达到实施例3所能达到的有益效果,对此本实施例不再赘述。Both the present embodiment and the embodiment 3 adopt the backwashing method of external pressure, which can also achieve the beneficial effects achieved by the embodiment 3, so this embodiment will not repeat them.

实施例5Example 5

本实施例中的水平环流滤池与实施例1至4的其余结构相同,区别在于,本体1的形状既可以为如图1至图5所示的正方体、长方体,还可以为如图6所示的圆柱体,本实施例对本体1的形状不做限定。The horizontal circulation filter in this embodiment is the same as the other structures of embodiments 1 to 4, the difference is that the shape of the body 1 can be a cube or a cuboid as shown in Figures 1 to 5, or it can also be as shown in Figure 6 The cylinder shown in this embodiment does not limit the shape of the body 1 .

实施例6Example 6

本实施例中的水平环流滤池与实施例1至6的其余结构相同,区别在于,如图7所示,混凝区7的进水口低于混凝区7的出水口设置,混凝区7的出水口与水平扫流层31的上游侧相对设置,以使得流经混凝区7的污水由混凝区7上部的出水口释放,并流入水平扫流层31的上游侧参与过滤。The horizontal circulation filter in this embodiment is the same as the other structures of embodiments 1 to 6, the difference is that, as shown in Figure 7, the water inlet of the coagulation zone 7 is set lower than the water outlet of the coagulation zone 7, and the coagulation zone The water outlet of 7 is set opposite to the upstream side of the horizontal sweeping layer 31, so that the sewage flowing through the coagulation zone 7 is released from the upper water outlet of the coagulation zone 7, and flows into the upstream side of the horizontal sweeping layer 31 to participate in filtration.

显然,上述实施例仅仅是为清楚地说明所作的举例,而并非对实施方式的限定。对于所属领域的普通技术人员来说,在上述说明的基础上还可以做出其它不同形式的变化或变动。这里无需也无法对所有的实施方式予以穷举。而由此所引伸出的显而易见的变化或变动仍处于本发明的保护范围之中。Apparently, the above-mentioned embodiments are only examples for clear description, rather than limiting the implementation. For those of ordinary skill in the art, other changes or changes in different forms can be made on the basis of the above description. It is not necessary and impossible to exhaustively list all the implementation manners here. However, the obvious changes or changes derived therefrom still fall within the scope of protection of the present invention.

Claims (11)

1. A horizontal loop filter comprising:
the body (1) is hollow and is provided with a sewage inlet (11) and a clean water inlet (12);
a filter assembly (2) disposed within the body (1) and adapted to filter a body of water flowing therethrough, the filter assembly (2) being disposed upstream of the clean water port (12);
a circulating filtration zone (3) communicating with said sewage inlet (11) and located upstream of said filtering assembly (2), said circulating filtration zone (3) comprising at least a horizontal scavenging layer (31) in contact with said filtering assembly (2), the body of water of said horizontal scavenging layer (31) having at least a horizontal tangential component when passing through said filtering assembly (2), adapted to flush contaminants located at an upper position of said filtering assembly (2) from an upstream side of said horizontal scavenging layer (31) to a downstream side of said horizontal scavenging layer (31) along a top wall of said filtering assembly (2).
2. A horizontal loop filter according to claim 1, wherein the loop filter zone (3) further comprises, in the direction of transport of the body of water, an ascending zone (32), a slow flow zone (33) and a descending zone (34) in communication with each other:
the horizontal flow sweeping layer (31), the ascending area (32), the slow flow area (33) and the descending area (34) are communicated in sequence;
the water inlet of the circular flow filtering area (3) is arranged at the upstream side of the horizontal flow sweeping layer (31), and inflowing water can sequentially flow through the horizontal flow sweeping layer (31), the ascending area (32), the slow flow area (33) and the descending area (34), so that circular flow of the water inside the circular flow filtering area (3) is realized, and the circular flow filtering area is suitable for separating pollutants in the water.
3. A horizontal circulation filter according to claim 2 wherein a flow directing structure (4) is provided within the rise zone (32), the flow directing structure (4) comprising:
the guide plate (41) is arranged in the ascending area (32) and forms a guide channel (411) with the side wall of the ascending area (32), and the guide channel (411) is suitable for guiding water upwards.
4. A horizontal loop filter according to any one of claims 1 to 3 wherein the body (1) further has a backwash water outlet (13), the backwash water outlet (13) being in communication with the loop filter zone (3) whereby, in reverse flushing, a body of water may flow through the filter assembly (2) and loop filter zone (3) in sequence and be discharged out of the body (1) through the backwash water outlet (13).
5. A horizontal circulation filter according to claim 4 wherein the flow directing structure (4) further comprises:
the first sand baffle (42) is connected with the bottom side of the guide plate (41), and the lower end of the first sand baffle (42) extends towards the direction of the side wall of the body (1); and/or the flow guiding structure (4) further comprises:
and the second sand baffle (43) is connected with the top side of the guide plate (41), and the top end of the second sand baffle (43) extends towards the center direction of the body (1).
6. The horizontal loop filter of claim 5, further comprising:
a clean water zone (5) located downstream of the filtering assembly (2) and communicating with the clean water mouth (12), suitable for collecting and discharging the water bodies filtered by the filtering assembly (2).
7. A horizontal circulation filter according to claim 6 wherein the clean water zone (5) comprises:
-a first clean water zone (51) adapted to collect the bodies of water filtered by said filtering assembly (2);
the second clear water area (52) is positioned at the downstream of the first clear water area (51) and is communicated with the first clear water area (51) and the clear water port (12), and the second clear water area (52) is higher than the circulation filtering area (3);
in the filtering state, the filtered water body can pass through the first clear water area (51) and the second clear water area (52) and is discharged from the clear water port (12); under the backwashing state, the water body of the second clean water area (52) is suitable for flowing through the first clean water area (51), the filtering component (2) and the circular flow filtering area (3) in sequence under the action of self gravity when the sewage inlet (11) and the clean water port (12) are closed, and is discharged out of the body (1) through the backwashing water outlet (13).
8. The horizontal circulation filter of claim 6, further comprising:
and the backwashing water distribution pipe (61) is arranged in the clean water area (5), corresponds to the filtering component (2) and is suitable for providing backwashing water for the filtering component (2).
9. The horizontal loop filter tank as recited in claim 8, wherein a plurality of loop filter zones (3) are provided, the plurality of loop filter zones (3) are annularly distributed in the body (1), and the backwash water distributor (61) is arranged in the center of the body (1) and is communicated with the loop filter zones (3).
10. The horizontal loop filter of any of claims 7-9, further comprising:
and the coagulation area (7) is communicated with the sewage inlet (11), is positioned at the upstream of the circular flow filtering area (3), and is suitable for coagulation treatment of the introduced water body.
11. The horizontal loop filter according to claim 10, wherein a plurality of spoilers (71) are arranged on the side wall of the coagulation zone (7) at intervals, the spoilers (71) divide the coagulation zone (7) into a plurality of interconnected compartments, and the water body can impact the spoilers (71) when flowing through the coagulation zone (7) and is suitable for mixing the water body with the medicament when the coagulation zone (7) is filled with the medicament.
CN202211412400.4A 2022-11-11 2022-11-11 Horizontal Circulation Filter Active CN115845485B (en)

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