CN103241815B - Water purifying device - Google Patents

Water purifying device Download PDF

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CN103241815B
CN103241815B CN201310188315.9A CN201310188315A CN103241815B CN 103241815 B CN103241815 B CN 103241815B CN 201310188315 A CN201310188315 A CN 201310188315A CN 103241815 B CN103241815 B CN 103241815B
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water
pipe
inclined plate
filter
efficiency
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CN103241815A (en
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李占日
李伟
张美玲
刘洪涛
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SHANXI PROVINCIAL ENVIRONMENT ENGINEERING DESIGN INSTITUTE Co Ltd
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SHANXI PROVINCIAL ENVIRONMENT ENGINEERING DESIGN INSTITUTE Co Ltd
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Abstract

The invention belongs to the technical field of sewage treatment devices, particularly relates to a water purifying device capable of processing the high-turbidity water, and aims at providing a water purifying device integrating the coagulation, settlement and filtering, occupying a small land area and ensuring the stable water quality. The technical scheme adopted by the invention is as follows: the water purifying device comprises a cyclone mixing reaction area, a high-efficiency oblique plate settling area and a shallow-layer filtering area and is a continuous concentric reactor, the upper part of a water purifying device body is a cylindrical shell, the lower part of the device body is a conical shell, the middle part of the cylindrical shell is a circular filtering pond which is concentric with the cylindrical shell, and an area defined by the conical shell is the cyclone mixing reaction area.

Description

净水处理装置Water purification device

技术领域 technical field

本发明属于污水处理装置技术领域,具体涉及一种能够处理高浊度水的净水处理装置。 The invention belongs to the technical field of sewage treatment devices, and in particular relates to a water purification treatment device capable of treating high turbidity water.

背景技术 Background technique

在污水处理中应用的沉淀工艺形式主要有平流池、小间距斜板和斜管沉淀池等。其中小间距斜板和斜管沉淀池充分体现了浅池的优势,沉淀效率很高,而且斜板的间距越小,沉淀效率越高。但在实际应用中,斜板间距较小的斜板沉淀池运行一段时间后,或者当水质水量变化时,其沉淀效率和出水水质明显下降,导致斜管和斜板间严重积泥与堵塞,甚至压塌斜管和斜板。因此很多水厂选用占地大、效率低,但运行相当稳定的平流池。造成以上问题的主要原因是,对于斜管沉淀池是由于其六边形结构不利于排泥所致。对于斜板沉淀池,由于间距越小,沉淀效率越高,所以多采用于间距较小的斜板沉淀池,但当斜板间距减小后,其排泥就不顺畅,就会导致斜板间积泥与堵塞。 The sedimentation process forms used in sewage treatment mainly include advection tanks, small-space inclined plate and inclined tube sedimentation tanks, etc. Among them, the inclined plate with small spacing and the inclined tube sedimentation tank fully embody the advantages of the shallow tank, and the sedimentation efficiency is very high, and the smaller the distance between the inclined plates, the higher the sedimentation efficiency. However, in practical applications, after a period of operation of the inclined plate sedimentation tank with a small inclined plate spacing, or when the water quality and quantity change, its sedimentation efficiency and effluent water quality will drop significantly, resulting in serious mud accumulation and blockage between the inclined pipe and the inclined plate. Even collapsed inclined pipes and inclined plates. Therefore, many water plants use advection pools that occupy a large area and have low efficiency, but are quite stable in operation. The main reason for the above problems is that for the inclined tube sedimentation tank, its hexagonal structure is not conducive to mud discharge. For inclined plate sedimentation tanks, since the smaller the spacing, the higher the sedimentation efficiency, it is often used in inclined plate sedimentation tanks with smaller spacing, but when the spacing of the inclined plates is reduced, the mud discharge will not be smooth, which will lead to Mud and blockage.

除此不足之外,利用现有的技术对高浓度污水直接进行净化处理时,出水水质能达到《城镇污水处理厂污染物排放标准》GB 18918——2002一级A类标准的很少,即便能够勉强达到该标准的,一般都是设备结构复杂、精度高、造价高,或药剂使用量大,或反洗周期短、能耗高。 In addition to this deficiency, when the existing technology is used to directly purify high-concentration sewage, the quality of the effluent water can reach the "Discharge Standard of Pollutants for Urban Sewage Treatment Plants" GB 18918-2002 Class A Standard. Those that can barely meet this standard are generally complex in structure, high in precision, high in cost, or use a large amount of chemicals, or have short backwashing cycles and high energy consumption.

发明内容 Contents of the invention

本发明克服现有技术的不足,所要解决的技术问题是提供一种净水处理装置,集混凝、沉淀、过滤于一体,占地面积小,出水水质稳定。 The invention overcomes the deficiencies of the prior art, and the technical problem to be solved is to provide a water purification treatment device which integrates coagulation, sedimentation and filtration, occupies a small area, and has stable effluent quality.

为解决上述技术问题,本发明所采用的技术方案为:净水处理装置,包括旋流混合反应区、高效斜板沉淀区和浅层过滤区,是一种连续同心圆反应器,设备本体的上部为圆柱壳体,设备本体的下部为圆锥壳体,所述圆柱壳体中部为与圆柱壳体同心的圆形的滤池,所述圆锥壳体围成的区域为旋流混合反应区,所述圆柱壳体与滤池之间的部分为高效斜板沉淀区,所述滤池内部为浅层过滤区;所述圆锥壳体的下部设置有环绕在圆锥壳体外的环形的配水管,所述配水管设有多个支管与旋流混合反应区连通,所述旋流混合反应区设置有排泥管,所述排泥管的下端口位于旋流混合反应区的底部,排泥管的上端口与大气连通,排泥管的中部出泥口伸出设备本体外部;所述高效斜板沉淀区中部设置有斜板,所述斜板包括贴合在一起的上部斜板和下部斜板;所述高效斜板沉淀区上部设置有多个集水槽,所述集水槽沿径向均布设置,所述滤池与集水槽对应的位置设置有配水孔,所述滤池内部设置有配水挡板,所述配水挡板内侧上部设置有环形排水槽,所述排水槽连通有出水管,所述出水管穿过高效斜板沉淀区伸出设备本体外部。 In order to solve the above-mentioned technical problems, the technical solution adopted in the present invention is: the water purification treatment device, including the swirl mixing reaction zone, the high-efficiency inclined plate sedimentation zone and the shallow filter zone, is a continuous concentric circle reactor, the equipment body The upper part is a cylindrical shell, the lower part of the equipment body is a conical shell, the middle part of the cylindrical shell is a circular filter pool concentric with the cylindrical shell, and the area surrounded by the conical shell is a swirl mixing reaction zone. The part between the cylindrical shell and the filter tank is a high-efficiency inclined plate sedimentation zone, and the inside of the filter tank is a shallow filter zone; the lower part of the conical shell is provided with an annular water distribution pipe surrounding the conical shell, The water distribution pipe is provided with a plurality of branch pipes to communicate with the swirl mixing reaction zone, the swirl mixing reaction zone is provided with a mud discharge pipe, the lower port of the mud discharge pipe is located at the bottom of the swirl flow mixing reaction zone, and the mud discharge pipe The upper port of the mud discharge pipe is connected to the atmosphere, and the mud outlet in the middle of the mud discharge pipe extends out of the equipment body; the middle part of the high-efficiency sloping plate sedimentation area is provided with a sloping plate, and the sloping plate includes an upper sloping plate and a lower sloping plate that are fitted together plate; the upper part of the high-efficiency sloping plate sedimentation area is provided with a plurality of water collection tanks, and the water collection tanks are evenly distributed along the radial direction; the position corresponding to the filter tank and the water collection tanks is provided with water distribution holes; The water distribution baffle, the inner upper part of the water distribution baffle is provided with an annular drainage groove, and the drainage groove is connected with a water outlet pipe, and the water outlet pipe passes through the high-efficiency inclined plate sedimentation area and protrudes outside the equipment body.

所述圆锥壳体的锥角为60?。 The cone angle of the conical shell is 60°.

所述上部斜板和下部斜板的斜孔所成的角度为90?-120?,所述下部斜板的高度为斜板总高的1/4-1/3。 The angle formed by the oblique holes of the upper inclined plate and the lower inclined plate is 90°-120°, and the height of the lower inclined plate is 1/4-1/3 of the total height of the inclined plate.

所述配水管与旋流混合反应区连通的多个支管均与所述设备本体相切。 The plurality of branch pipes that the water distribution pipe communicates with the swirl mixing reaction zone are all tangent to the equipment body.

所述配水挡板内设有双层滤料。 The water distribution baffle is provided with double-layer filter materials.

所述双层滤料由下到上级配由粗到细。 The double-layer filter material is graded from bottom to top and from coarse to fine.

所述滤池设置有反洗气管和反洗排水管,所述反洗气管穿过设备本体和高效斜板沉淀区在滤池内部环形布置,所述反洗排水管穿过设备本体和高效斜板沉淀区由滤池中央竖直向上通到低于排水槽槽口的位置。 The filter is provided with a backwash air pipe and a backwash drainage pipe, the backwash air pipe passes through the equipment body and the high-efficiency inclined plate sedimentation area and is arranged circularly inside the filter, and the backwash drainage pipe passes through the equipment body and the high-efficiency inclined plate The plate sedimentation area passes vertically upwards from the center of the filter tank to a position lower than the notch of the drainage tank.

所述斜板用斜管代替。 The inclined plate is replaced with an inclined tube.

所述集水槽的数量为3-6。 The quantity of the sump is 3-6.

所述支管的数量为3-6。 The number of the branch pipes is 3-6.

与现有技术相比本发明具有以下有益效果。 Compared with the prior art, the present invention has the following beneficial effects.

1、本发明采用环形配水形式,具体采用切线方向配水,确保进入系统的原水与池壁形成旋流形式,使进入设备的原水形成水力旋流上升效果,在进水端借助进水水压,冲击污泥层,利用已形成的污泥层颗粒为载体,使加入系统的混凝剂与助凝剂形成的絮体,根据水力变化逐渐增大,并利用池壁反射,形成易于沉淀的物质;该形式的反应设计节省了约15%的絮凝药剂使用量,并随着旋流的上升,使形成的絮体不断增加,成为易于沉降的污泥去除掉。 1. The present invention adopts the form of annular water distribution, specifically the tangential direction of water distribution, to ensure that the raw water entering the system forms a swirling flow form with the pool wall, so that the raw water entering the equipment forms a hydraulic swirl rising effect. Impact the sludge layer, using the formed sludge layer particles as a carrier, so that the flocs formed by the coagulant and coagulant added to the system gradually increase according to the hydraulic change, and use the reflection of the pool wall to form a substance that is easy to settle ; This form of reaction design saves about 15% of the amount of flocculant used, and as the swirl rises, the flocs formed continue to increase and become sludge that is easy to settle and remove.

2、高效斜板沉淀区采用双层斜板,上部斜板和下部斜板的斜孔呈现(90-120?)布置,所述下部斜板的高度为斜板总高的1/4-1/3,延长了原水在斜板区的流行时间,减小了紊流的现象的出现,使出水效果更好,减轻了后续处理设施的负荷,提高了沉淀效率。本发明的斜板设计提高沉淀效率的同时并不要求斜板间距。 2. The high-efficiency inclined plate precipitation area adopts double-layer inclined plates, and the inclined holes of the upper inclined plate and the lower inclined plate are arranged (90-120?), and the height of the lower inclined plate is 1/4-1 of the total height of the inclined plate /3, prolonging the popular time of raw water in the inclined plate area, reducing the appearance of turbulent flow, making the water outlet effect better, reducing the load of subsequent treatment facilities, and improving the sedimentation efficiency. The inclined plate design of the present invention does not require the inclined plate spacing while improving the sedimentation efficiency.

3、浅层过滤区进水采用配水挡板进入,过滤形式为同向流进入,水流方向与滤料级配方向相同,最大程度的发挥了滤料的截污能力,延长了过滤反洗周期;滤料形式采用双层滤料,原水由下部进入,依次通过级配由粗到细的滤料,最大程度发挥滤料的截污能力;反洗采用正向气洗与水洗结合的方式,最大程度减少了滤层的膨胀,经过空气的擦洗,使附着在滤料的污染物在水流的作用下排出系统。与现有同类产品相比,本发明反洗能耗节省40%-50%,反洗用水量节省40%-60%。 3. The water in the shallow filtration area is entered by the water distribution baffle, and the filtration form is the same flow, and the direction of the water flow is the same as the direction of the filter material gradation, which maximizes the interception ability of the filter material and prolongs the filter backwash cycle ;The form of filter material adopts double-layer filter material, the raw water enters from the bottom, and the filter material is graded from coarse to fine in order to maximize the interception ability of the filter material; the backwash adopts the combination of forward air washing and water washing, The expansion of the filter layer is minimized, and the pollutants attached to the filter material are discharged from the system under the action of water flow after scrubbing with air. Compared with existing similar products, the energy consumption of backwashing in the present invention can be saved by 40%-50%, and the water consumption of backwashing can be saved by 40%-60%.

4、本发明的净水处理装置的净水指标与传统工艺装置对比,可以处理浊度高达2000mg/L的污水,并且使澄清效果悬浮物含量能够达到5mg/L,相比《城镇污水处理厂污染物排放标准》GB 18918——2002一级A类标准规定的10mg/L提高了50%;排出的污泥耗水量比现有技术低3%-5%,更易于压缩。 4. The water purification index of the water purification treatment device of the present invention is compared with the traditional process device, can handle the sewage with a turbidity up to 2000mg/L, and make the clarification effect suspended matter content reach 5mg/L, compared with "urban sewage treatment plant" Pollutant Discharge Standard "GB 18918-2002 Class A Class A standard of 10mg/L has been increased by 50%; the water consumption of the discharged sludge is 3%-5% lower than that of the existing technology, and it is easier to compress.

附图说明 Description of drawings

下面结合附图对本发明作进一步说明。 The present invention will be further described below in conjunction with accompanying drawing.

图1为本发明的平面布置示意图。 Fig. 1 is a schematic diagram of the layout of the present invention.

图2为图1的1-1剖视图。 Fig. 2 is a sectional view along line 1-1 of Fig. 1 .

图3为配水管布置示意图。 Figure 3 is a schematic diagram of the layout of the water distribution pipes.

图中1为旋流混合反应区,2为高效斜板沉淀区,3为浅层过滤区,4为设备本体,5为滤池,6为配水管,7为排泥管,8为斜板,9为集水槽,10为配水挡板,11为排水槽,12为出水管,13为反洗气管,14为反洗排水管。 In the figure, 1 is the cyclone mixing reaction zone, 2 is the high-efficiency inclined plate sedimentation area, 3 is the shallow filter area, 4 is the equipment body, 5 is the filter tank, 6 is the water distribution pipe, 7 is the mud discharge pipe, and 8 is the inclined plate , 9 is a sump, 10 is a water distribution baffle, 11 is a drainage tank, 12 is an outlet pipe, 13 is a backwash air pipe, and 14 is a backwash drain.

具体实施方式 Detailed ways

以下结合具体实施例对本发明作进一步说明。 The present invention will be further described below in conjunction with specific examples.

净水处理装置,包括旋流混合反应区1、高效斜板沉淀区2和浅层过滤区3,是一种连续同心圆反应器,设备本体4的上部为圆柱壳体,设备本体4的下部为圆锥壳体,所述圆柱壳体中部为与圆柱壳体同心的圆形的滤池5,所述圆锥壳体围成的区域为旋流混合反应区1,所述圆柱壳体与滤池5之间的部分为高效斜板沉淀区2,所述滤池5内部为浅层过滤区3;所述圆锥壳体的下部设置有环绕在圆锥壳体外的环形的配水管6,所述配水管6设有多个支管与旋流混合反应区1连通,所述旋流混合反应区1设置有排泥管7,所述排泥管7的下端口位于旋流混合反应区1的底部,排泥管7的上端口与大气连通,排泥管7的中部出泥口伸出设备本体4外部;所述高效斜板沉淀区2中部设置有斜板8,所述斜板8包括贴合在一起的上部斜板和下部斜板;所述高效斜板沉淀区2上部设置有多个集水槽9,所述集水槽9沿径向均布设置,所述滤池5与集水槽9对应的位置设置有配水孔,所述滤池5内部设置有配水挡板10,所述配水挡板10内侧上部设置有环形排水槽11,所述排水槽11连通有出水管12,所述出水管12穿过高效斜板沉淀区2伸出设备本体4外部。 The water purification treatment device, including the swirl mixing reaction zone 1, the high-efficiency inclined plate sedimentation zone 2 and the shallow filter zone 3, is a continuous concentric circular reactor. The upper part of the equipment body 4 is a cylindrical shell, and the lower part of the equipment body 4 It is a conical shell, and the middle part of the cylindrical shell is a circular filter pool 5 concentric with the cylindrical shell. The area surrounded by the conical shell is a swirl mixing reaction zone 1. The cylindrical shell and the filter pool The part between 5 is the high-efficiency inclined plate sedimentation zone 2, and the inside of the filter tank 5 is a shallow filter zone 3; the lower part of the conical shell is provided with an annular water distribution pipe 6 surrounding the conical shell, and the distribution The water pipe 6 is provided with a plurality of branch pipes to communicate with the swirl mixing reaction zone 1, and the swirl mixing reaction zone 1 is provided with a mud discharge pipe 7, and the lower port of the mud discharge pipe 7 is located at the bottom of the swirl flow mixing reaction zone 1, The upper port of the mud discharge pipe 7 communicates with the atmosphere, and the mud outlet in the middle of the mud discharge pipe 7 extends outside the equipment body 4; the middle part of the high-efficiency inclined plate sedimentation area 2 is provided with a slant plate 8, and the slant plate 8 includes a fitting The upper inclined plate and the lower inclined plate together; the upper part of the high-efficiency inclined plate sedimentation area 2 is provided with a plurality of water collection tanks 9, and the water collection tanks 9 are evenly distributed in the radial direction, and the filter tank 5 corresponds to the water collection tanks 9 A water distribution hole is provided at the position of the filter tank 5. A water distribution baffle 10 is arranged inside the filter tank 5. An annular drainage groove 11 is arranged on the inner upper part of the water distribution baffle 10. The drainage groove 11 is connected with a water outlet pipe 12, and the water outlet pipe 12 protrudes outside the equipment body 4 through the high-efficiency inclined plate precipitation area 2 .

所述述圆锥壳体的锥角为60?。 The cone angle of the conical shell is 60°.

所述上部斜板和下部斜板的斜孔所成的角度为90?-120?,所述下部斜板的高度为斜板8总高的1/4-1/3。 The angle formed by the oblique holes of the upper inclined plate and the lower inclined plate is 90°-120°, and the height of the lower inclined plate is 1/4-1/3 of the total height of the inclined plate 8 .

所述所述配水管6与旋流混合反应区1连通的多个支管均与所述设备本体4相切。 The plurality of branch pipes that the water distribution pipe 6 communicates with the swirl mixing reaction zone 1 are all tangent to the equipment body 4 .

所述配水挡板10内设有双层滤料。 The water distribution baffle 10 is provided with double layers of filter material.

所述双层滤料由下到上级配由粗到细。 The double-layer filter material is graded from bottom to top and from coarse to fine.

所述滤池5设置有反洗气管13和反洗排水管14,所述反洗气管13穿过设备本体4和高效斜板沉淀区2在滤池5内部环形布置,所述反洗排水管14穿过设备本体4和高效斜板沉淀区2由滤池5中央竖直向上通到低于排水槽11槽口的位置。 The filter tank 5 is provided with a backwash gas pipe 13 and a backwash drain pipe 14. The backwash gas pipe 13 passes through the equipment body 4 and the high-efficiency inclined plate sedimentation zone 2 and is arranged circularly inside the filter tank 5. The backwash drain pipe 14 passes through the equipment body 4 and the high-efficiency sloping plate sedimentation zone 2 and passes vertically upward from the center of the filter tank 5 to a position lower than the notch of the drainage tank 11.

所述斜板8用斜管代替。 Described inclined plate 8 replaces with inclined pipe.

所述集水槽的数量为3-6。 The quantity of the sump is 3-6.

所述支管的数量为3-6。 The number of the branch pipes is 3-6.

使用时,原水由配水管6经支管以旋流形式进入旋流混合反应区1,形成水力旋流上升效果,在进水端借助进水水压,冲击污泥层,利用已形成的污泥层颗粒为载体,使加入系统的混凝剂与助凝剂形成的絮体,根据水力变化逐渐增大,并利用池壁反射,形成易于沉淀的物质;原水在旋流混合反应区1内上升,经过斜板8进入高效斜板沉淀区2的上部,并由集水槽9进入浅层过滤区3,在配水挡板10的作用下由滤池5的底部由下至上经过滤料过滤,过滤后的清水由与排水槽11连通的出水管12排出。 When in use, the raw water enters the swirling flow mixing reaction zone 1 from the water distribution pipe 6 through the branch pipe in the form of a swirling flow, forming a hydrocyclone rising effect, and impacting the sludge layer at the water inlet end with the help of the inlet water pressure, and utilizing the formed sludge The layer particles are used as the carrier, so that the flocs formed by the coagulant and coagulant added to the system gradually increase according to the hydraulic change, and use the reflection of the pool wall to form substances that are easy to settle; the raw water rises in the swirl mixing reaction zone 1 , enter the upper part of the high-efficiency inclined plate precipitation area 2 through the inclined plate 8, and enter the shallow filter area 3 from the sump 9, and filter through the filter material from the bottom of the filter tank 5 from bottom to top under the action of the water distribution baffle 10, and filter The final clear water is discharged by the outlet pipe 12 communicated with the drain tank 11.

上面结合附图对本发明的实施例作了详细说明,但是本发明并不限于上述实施例,在本领域普通技术人员所具备的知识范围内,还可以在不脱离本发明宗旨的前提下作出各种变化。 The embodiments of the present invention have been described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the above embodiments. Within the scope of knowledge of those of ordinary skill in the art, various modifications can be made without departing from the gist of the present invention. kind of change.

Claims (10)

1.净水处理装置,包括旋流混合反应区(1)、高效斜板沉淀区(2)和浅层过滤区(3),是一种连续同心圆反应器,设备本体(4)的上部为圆柱壳体,设备本体(4)的下部为圆锥壳体,所述圆柱壳体中部为与圆柱壳体同心的圆形的滤池(5),所述圆锥壳体围成的区域为旋流混合反应区(1),所述圆柱壳体与滤池(5)之间的部分为高效斜板沉淀区(2),所述滤池(5)内部为浅层过滤区(3);其特征在于:所述圆锥壳体的下部设置有环绕在圆锥壳体外的环形的配水管(6),所述配水管(6)设有多个支管与旋流混合反应区(1)连通,所述旋流混合反应区(1)设置有排泥管(7),所述排泥管(7)的下端口位于旋流混合反应区(1)的底部,排泥管(7)的上端口与大气连通,排泥管(7)的中部出泥口伸出设备本体(4)外部;所述高效斜板沉淀区(2)中部设置有斜板(8),所述斜板(8)包括贴合在一起的上部斜板和下部斜板;所述高效斜板沉淀区(2)上部设置有多个集水槽(9),所述集水槽(9)沿径向均布设置,所述滤池(5)与集水槽(9)对应的位置设置有配水孔,所述滤池(5)内部设置有配水挡板(10),所述配水挡板(10)内侧上部设置有环形排水槽(11),所述排水槽(11)连通有出水管(12),所述出水管(12)穿过高效斜板沉淀区(2)伸出设备本体(4)外部。 1. The water purification device, including the swirl mixing reaction zone (1), the high-efficiency inclined plate sedimentation zone (2) and the shallow filtration zone (3), is a continuous concentric circle reactor, and the upper part of the equipment body (4) It is a cylindrical shell, the lower part of the equipment body (4) is a conical shell, the middle part of the cylindrical shell is a circular filter pool (5) concentric with the cylindrical shell, and the area surrounded by the conical shell is a rotary Flow mixing reaction zone (1), the part between the cylindrical shell and the filter tank (5) is a high-efficiency inclined plate sedimentation zone (2), and the inside of the filter tank (5) is a shallow filter zone (3); It is characterized in that: the lower part of the conical shell is provided with an annular water distribution pipe (6) surrounding the outside of the conical shell, and the water distribution pipe (6) is provided with a plurality of branch pipes to communicate with the swirl mixing reaction zone (1), The swirl mixing reaction zone (1) is provided with a mud discharge pipe (7), the lower port of the mud discharge pipe (7) is located at the bottom of the swirl flow mixing reaction zone (1), and the upper end of the mud discharge pipe (7) is The port is connected to the atmosphere, and the mud outlet in the middle of the mud discharge pipe (7) protrudes from the outside of the equipment body (4); the middle part of the high-efficiency sloping plate sedimentation area (2) is provided with a sloping plate (8), and the sloping plate (8 ) includes an upper sloping plate and a lower sloping plate that are bonded together; the upper part of the high-efficiency sloping plate sedimentation area (2) is provided with a plurality of water collection grooves (9), and the water collection grooves (9) are uniformly arranged in the radial direction, The position corresponding to the filter tank (5) and the water collection tank (9) is provided with a water distribution hole, the inside of the filter tank (5) is provided with a water distribution baffle (10), and the inner upper part of the water distribution baffle (10) is provided with An annular drainage groove (11), the drainage groove (11) is connected with a water outlet pipe (12), and the water outlet pipe (12) protrudes outside the equipment body (4) through the high-efficiency inclined plate sedimentation area (2). 2.根据权利要求1所述的净水处理装置,其特征在于:所述圆锥壳体的锥角为60?。 2. The water purification device according to claim 1, characterized in that: the cone angle of the conical shell is 60°. 3.根据权利要求1所述的净水处理装置,其特征在于:所述上部斜板和下部斜板的斜孔所成的角度为90?-120?,所述下部斜板的高度为斜板(8)总高的1/4-1/3。 3. The water purification treatment device according to claim 1, characterized in that: the angle formed by the inclined holes of the upper inclined plate and the lower inclined plate is 90°-120°, and the height of the lower inclined plate is slanted 1/4-1/3 of the total height of the plate (8). 4.根据权利要求1所述的净水处理装置,其特征在于:所述配水管(6)与旋流混合反应区(1)连通的多个支管均与所述设备本体(4)相切。 4. The water purification treatment device according to claim 1, characterized in that: the plurality of branch pipes connected by the water distribution pipe (6) to the swirl mixing reaction zone (1) are all tangent to the equipment body (4) . 5.根据权利要求1所述的净水处理装置,其特征在于:所述配水挡板(10)内设有双层滤料。 5. The water purification treatment device according to claim 1, characterized in that: the water distribution baffle (10) is provided with double-layer filter materials. 6.根据权利要求5所述的净水处理装置,其特征在于:所述双层滤料由下到上级配由粗到细。 6. The water purification device according to claim 5, characterized in that: the double-layer filter material is graded from bottom to top and from coarse to fine. 7.根据权利要求1所述的净水处理装置,其特征在于:所述滤池(5)设置有反洗气管(13)和反洗排水管(14),所述反洗气管(13)穿过设备本体(4)和高效斜板沉淀区(2)在滤池(5)内部环形布置,所述反洗排水管(14)穿过设备本体(4)和高效斜板沉淀区(2)由滤池(5)中央竖直向上通到低于排水槽(11)槽口的位置。 7. The water purification treatment device according to claim 1, characterized in that: the filter (5) is provided with a backwash air pipe (13) and a backwash drain pipe (14), and the backwash air pipe (13) Through the equipment body (4) and the high-efficiency sloping plate sedimentation area (2), it is arranged circularly inside the filter (5), and the backwash drainage pipe (14) passes through the equipment body (4) and the high-efficiency inclined plate sedimentation area (2 ) from the center of the filter tank (5) vertically upwards to a position lower than the notch of the drainage tank (11). 8.根据权利要求1或3所述的净水处理装置,其特征在于:所述斜板(8)用斜管代替。 8. The water purification treatment device according to claim 1 or 3, characterized in that: the inclined plate (8) is replaced by an inclined pipe. 9.根据权利要求1所述的净水处理装置,其特征在于:所述集水槽(9)的数量为3-6。 9. The water purification treatment device according to claim 1, characterized in that: the number of the water collection tanks (9) is 3-6. 10.根据权利要求1所述的净水处理装置,其特征在于:所述支管的数量为3-6。 10. The water purification device according to claim 1, characterized in that: the number of said branch pipes is 3-6.
CN201310188315.9A 2013-05-21 2013-05-21 Water purifying device Expired - Fee Related CN103241815B (en)

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CN106110718A (en) * 2016-08-02 2016-11-16 四川拓璞环保科技有限公司 A kind of reaction settling basin
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2032630C1 (en) * 1991-09-10 1995-04-10 Корабельников Владимир Матвеевич Apparatus for water cleaning
JP2004025111A (en) * 2002-06-27 2004-01-29 Nippon Rensui Co Ltd Pressurized immersion membrane filtration device
CN201567272U (en) * 2009-05-08 2010-09-01 江苏苏美达益彩环境工程有限公司 Sewage purifier
CN102126775A (en) * 2011-04-22 2011-07-20 中国科学院生态环境研究中心 Integrated high-efficient contact flocculation reactor
CN202506223U (en) * 2012-04-28 2012-10-31 厦门立源环保科技有限公司 Three-circle type water purifying device
CN203295249U (en) * 2013-05-21 2013-11-20 山西省环境工程设计院(有限公司) Water purification and treatment device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2032630C1 (en) * 1991-09-10 1995-04-10 Корабельников Владимир Матвеевич Apparatus for water cleaning
JP2004025111A (en) * 2002-06-27 2004-01-29 Nippon Rensui Co Ltd Pressurized immersion membrane filtration device
CN201567272U (en) * 2009-05-08 2010-09-01 江苏苏美达益彩环境工程有限公司 Sewage purifier
CN102126775A (en) * 2011-04-22 2011-07-20 中国科学院生态环境研究中心 Integrated high-efficient contact flocculation reactor
CN202506223U (en) * 2012-04-28 2012-10-31 厦门立源环保科技有限公司 Three-circle type water purifying device
CN203295249U (en) * 2013-05-21 2013-11-20 山西省环境工程设计院(有限公司) Water purification and treatment device

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