CN223688160U - A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage - Google Patents

A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage

Info

Publication number
CN223688160U
CN223688160U CN202422949051.0U CN202422949051U CN223688160U CN 223688160 U CN223688160 U CN 223688160U CN 202422949051 U CN202422949051 U CN 202422949051U CN 223688160 U CN223688160 U CN 223688160U
Authority
CN
China
Prior art keywords
sedimentation tank
annular filter
filter screen
boss
tank body
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202422949051.0U
Other languages
Chinese (zh)
Inventor
兖少锋
刘润泽
方颖珂
吕明哲
徐洪斌
张诺男
王家祺
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Henan Provincial Ecological Environment Technology Center
Zhengzhou University
Original Assignee
Henan Provincial Ecological Environment Technology Center
Zhengzhou University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Henan Provincial Ecological Environment Technology Center, Zhengzhou University filed Critical Henan Provincial Ecological Environment Technology Center
Priority to CN202422949051.0U priority Critical patent/CN223688160U/en
Application granted granted Critical
Publication of CN223688160U publication Critical patent/CN223688160U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The utility model relates to the field of sewage treatment, in particular to a biotechnological coupling magnetic flocculation system for rapidly treating urban overflow sewage, which comprises a sedimentation tank main body, a sludge discharge pipe, a water discharge pipe and a water inlet pipe, wherein a boss is arranged in the sedimentation tank main body, and the water inlet pipe is used for discharging sewage into the sedimentation tank main body. After adding flocculation medicament to the sedimentation tank main part, the flocculation thing of its production can be inside annular filter screen, then when carrying out the drainage, the flocculation thing can be along with rivers or adhesion in the inside of annular filter screen, or be in the contained angle department of annular filter screen bottom, after the drainage, accessible cylinder drives annular filter screen and reciprocates for separate between annular filter screen and the sedimentation tank, from this the convenience is handled the flocculation thing that exists on the annular filter screen.

Description

Biotechnology coupling magnetic flocculation system for rapidly treating urban overflow sewage
Technical Field
The utility model relates to the technical field of sewage treatment, in particular to a biotechnology coupling magnetic flocculation system for rapidly treating urban overflow sewage.
Background
In a biotechnology-coupled magnetic flocculation system for urban overflow sewage, a sewage sedimentation tank is an important link in a sewage treatment process and is usually positioned in a pretreatment stage. The main function of the device is to separate suspended matters, silt, organic matters and other granular matters from water through gravity sedimentation or floatation, and to add flocculant into sewage, to agglomerate harmful matters in sewage into blocks through flocculant, and to separate them, thus achieving the purpose of primary purification of water quality.
For example, the sedimentation tank with the Chinese patent application number of CN201220280926.7 is used for further filtering suspended matters and sediments which are difficult to sediment in the sedimentation tank, and the filtered water is discharged through a water outlet.
But suspended matters still are in unable discharge in the sedimentation tank, take out the clearance through modes such as operating personnel scrapes to the suspended matters, and the practicality is not strong, and the operation is comparatively troublesome.
Aiming at the existing problems, a biotechnological coupling magnetic flocculation system for rapidly treating urban overflow sewage is provided.
Disclosure of utility model
In order to solve the problems, the embodiment of the utility model provides a biotechnological coupling magnetic flocculation system for rapidly treating urban overflow sewage.
In order to achieve the above purpose, the embodiment of the utility model specifically adopts the following technical scheme:
The biotechnological coupling magnetic flocculation system for rapidly treating urban overflow sewage comprises a sedimentation tank main body, a mud discharging pipe and a drain pipe, and is characterized by further comprising a water inlet pipe, wherein a boss is arranged in the sedimentation tank main body, the height of sewage in the sedimentation tank main body is not higher than the top end of the boss, the boss is arranged in a circular table manner, flocculates conveniently slide downwards along the inclined plane of the boss during sewage reaction, and the water inlet pipe is used for discharging sewage into the sedimentation tank main body;
an annular filter screen is arranged in the sedimentation tank main body, the annular filter screen is close to the side wall of the sedimentation tank main body, and the bottom end of the annular filter screen is attached to the arc-shaped part of the boss close to the bottom end and extends upwards along the boss.
Preferably, the top of boss is connected with the fixed column, and the top of fixed column is connected with the cylinder, is connected through connecting device between annular filter screen and the cylinder.
Preferably, the connecting device is connected with the output end of the air cylinder, and the annular filter screen is lifted through the mutual matching of the air cylinder and the connecting device.
Preferably, the mud discharging pipe is arranged on the side wall of the sedimentation tank body close to the inner bottom, and the water discharging pipe is arranged in the sedimentation tank body and is communicated with the interior of the sedimentation tank body and is positioned above the mud discharging pipe.
Preferably, the bottom end of the annular filter screen is positioned at the bottom of the sedimentation tank main body, the top end of the annular filter screen is higher than the liquid level of sewage in the sedimentation tank main body, and the annular filter screen is provided with filter holes.
The embodiment of the utility model has the beneficial effects that:
After adding flocculation medicament to the sedimentation tank main part, the flocculation thing of its production can be inside annular filter screen, then when carrying out the drainage, the flocculation thing can be along with rivers or adhesion in the inside of annular filter screen, or be in the contained angle department of annular filter screen bottom, after the drainage, accessible cylinder drives annular filter screen and reciprocates for separate between annular filter screen and the sedimentation tank, from this the convenience is handled the flocculation thing that exists on the annular filter screen, and the practicality is stronger.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of the structure of the annular filter of the present utility model.
In the figure, 1, a sedimentation tank main body, 2, a water inlet pipe, 3, an annular filter screen, 4, a mud discharge pipe, 5, a water discharge pipe, 6, a boss, 7, a filter hole, 8, a cylinder, 9 and a connecting device.
Detailed Description
Preferred embodiments of the present utility model are described below with reference to the accompanying drawings. It should be understood by those skilled in the art that these embodiments are merely for explaining the technical principles of the present utility model, and are not intended to limit the scope of the present utility model.
Example 1
Referring to fig. 1-2, the embodiment of the utility model discloses a biotechnological coupling magnetic flocculation system for rapidly treating urban overflow sewage, which comprises a sedimentation tank main body 1 and a water inlet pipe 2, wherein water to be treated is discharged into the sedimentation tank main body 1 through the water inlet pipe 2, and impurities in the water are formed into blocks through flocculation reaction. The inside center department of sedimentation tank main part 1 is equipped with boss 6, and boss 6's shape is the round platform mode, is equipped with annular filter screen 3 around the boss 6, is equipped with a plurality of filtration holes 7 on the annular filter screen 3, and annular filter screen 3 is used for filtering the lump matter that flocculates in the sedimentation tank main part 1.
Still be equipped with mud pipe 4 and drain pipe 5 on the sedimentation tank main part 1, mud pipe 4 is arranged in to the silt discharge of sedimentation tank in, and drain pipe 5 is arranged in to the outside of sedimentation tank main part 1 of the water discharge after the filtration of annular filter screen 3. Preferably, a plurality of drain pipes 5 may be annularly provided along the sidewall of the main body 1 of the settling tank so that the flocculate can be dispersed to adhere to the sidewall of the annular screen 3 so that the flocculate is not concentrated somewhere on the annular screen 3 at the time of draining.
The top of the boss 6 is optionally provided with an air cylinder 8, the output end of the air cylinder 8 is fixedly connected with a connecting device 9, and the connecting device 9 is fixedly connected with the annular filter screen 3. Wherein, the bottom of annular filter screen 3 is laminated with the part that boss 6 lateral wall is close to the bottom, and the lump after flocculation can slide to the corner of annular filter screen 3 bottom along the inclined plane of boss 6 under the effect of gravity. It should be noted that, the annular filter screen 3 can not take place great deformation under the action of the gravity of the lump matter of flocculation, when needs are handled the flocculation thing, through controlling cylinder 8, drive annular filter screen 3 under the effect of cylinder 8 and reciprocate, and the flocculation thing that wherein can gather in the corner of annular filter screen 3 bottom can make flocculation thing and liquid break away from, makes things convenient for operating personnel to handle the flocculation thing under filtering.
It should be noted that, in the description of the present utility model, terms such as "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like, which indicate directions or positional relationships, are based on the directions or positional relationships shown in the drawings, are merely for convenience of description, and do not indicate or imply that the apparatus or elements must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In addition, it should be noted that, in the description of the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, integrally connected, mechanically connected, electrically connected, directly connected, indirectly connected through an intermediate medium, or in communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those skilled in the art according to the specific circumstances.
The terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, article, or apparatus/means that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, article, or apparatus/means.
Thus far, the technical solution of the present utility model has been described in connection with the preferred embodiments shown in the drawings, but it is easily understood by those skilled in the art that the scope of protection of the present utility model is not limited to these specific embodiments. Equivalent modifications and substitutions for related technical features may be made by those skilled in the art without departing from the principles of the present utility model, and such modifications and substitutions will fall within the scope of the present utility model.

Claims (5)

1.一种快速处理城市溢流污水的生物技术耦合磁絮凝系统,包括沉淀池主体(1)、排泥管(4)和排水管(5),其特征在于:还包括进水管(2),所述沉淀池主体(1)内设有凸台(6),沉淀池主体(1)内污水的高度不会高于凸台(6)的顶端,凸台(6)为圆台方式设置,方便污水反应时的絮凝物沿着凸台(6)的斜面向下滑动,进水管(2)用于将污水排入到沉淀池主体(1)内;1. A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage, comprising a sedimentation tank body (1), a sludge discharge pipe (4) and a drainage pipe (5), characterized in that: it further comprises an inlet pipe (2), the sedimentation tank body (1) is provided with a boss (6), the height of sewage in the sedimentation tank body (1) will not be higher than the top of the boss (6), the boss (6) is set in a frustum shape, so that the flocs during sewage reaction can slide down along the inclined surface of the boss (6), and the inlet pipe (2) is used to discharge sewage into the sedimentation tank body (1); 所述沉淀池主体(1)内设有环形滤网(3),环形滤网(3)与沉淀池主体(1)的侧壁相靠近,环形滤网(3)底端与凸台(6)靠近底端的弧形部分相贴,并沿着凸台(6)向上延伸。The sedimentation tank body (1) is provided with an annular filter (3). The annular filter (3) is close to the side wall of the sedimentation tank body (1). The bottom end of the annular filter (3) is attached to the arc-shaped part of the boss (6) near the bottom end and extends upward along the boss (6). 2.根据权利要求1所述的一种快速处理城市溢流污水的生物技术耦合磁絮凝系统,其特征在于:所述凸台(6)的顶部连接有固定柱,固定柱的顶部连接有气缸(8),环形滤网(3)与气缸(8)之间通过连接装置(9)连接。2. The biotechnology coupled magnetic flocculation system for rapid treatment of urban overflow sewage according to claim 1, characterized in that: a fixed column is connected to the top of the boss (6), a cylinder (8) is connected to the top of the fixed column, and the annular filter screen (3) is connected to the cylinder (8) through a connecting device (9). 3.根据权利要求2所述的一种快速处理城市溢流污水的生物技术耦合磁絮凝系统,其特征在于:连接装置(9)与气缸(8)的输出端相连接,通过气缸(8)和连接装置(9)的相互配合来将环形滤网(3)抬升。3. A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage according to claim 2, characterized in that: the connecting device (9) is connected to the output end of the cylinder (8), and the annular filter screen (3) is lifted by the mutual cooperation of the cylinder (8) and the connecting device (9). 4.根据权利要求1所述的一种快速处理城市溢流污水的生物技术耦合磁絮凝系统,其特征在于:所述排泥管(4)设置在沉淀池主体(1)靠近内底部的侧壁上,所述排水管(5)设置与沉淀池主体(1)内相通,且处在排泥管(4)的上方。4. A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage according to claim 1, characterized in that: the sludge discharge pipe (4) is set on the side wall of the sedimentation tank body (1) near the inner bottom, and the drain pipe (5) is set to communicate with the sedimentation tank body (1) and is located above the sludge discharge pipe (4). 5.根据权利要求1所述的一种快速处理城市溢流污水的生物技术耦合磁絮凝系统,其特征在于:所述环形滤网(3)底端处于沉淀池主体(1)的底部相贴,环形滤网(3)的顶端高于沉淀池主体(1)内污水的液面高度,环形滤网(3)上开设有过滤孔(7)。5. A biotechnology coupled magnetic flocculation system for rapid treatment of urban overflow sewage according to claim 1, characterized in that: the bottom end of the annular filter (3) is attached to the bottom of the sedimentation tank body (1), the top end of the annular filter (3) is higher than the liquid level of the sewage in the sedimentation tank body (1), and filter holes (7) are provided on the annular filter (3).
CN202422949051.0U 2024-11-29 2024-11-29 A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage Active CN223688160U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202422949051.0U CN223688160U (en) 2024-11-29 2024-11-29 A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202422949051.0U CN223688160U (en) 2024-11-29 2024-11-29 A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage

Publications (1)

Publication Number Publication Date
CN223688160U true CN223688160U (en) 2025-12-19

Family

ID=98023371

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202422949051.0U Active CN223688160U (en) 2024-11-29 2024-11-29 A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage

Country Status (1)

Country Link
CN (1) CN223688160U (en)

Similar Documents

Publication Publication Date Title
CN107459213A (en) A kind of drum type brake integrated sewage treating apparatus
CN211367069U (en) Integrated water purifier
CN210215070U (en) Split combined oil-water separation device
CN204563771U (en) Tandem sewage sedimentation tank
CN223688160U (en) A biotechnology-coupled magnetic flocculation system for rapid treatment of urban overflow sewage
CN216039045U (en) Waste water treatment deposits device
CN208717051U (en) A kind of effluent treatment plant for building
CN103253802A (en) One-piece sewage purification device
CN209554929U (en) Cyanobacterial bloom emergency treatment device and cyanobacterial bloom emergency processing ship
CN207891178U (en) A kind of novel production wastewater treatment device
CN207645963U (en) A kind of integrating device of improved efficient sedimentation tank and sand filter
CN212559735U (en) Floating and filtering integrated treatment system
CN215516936U (en) A separator that is used for sewage treatment sedimentation tank to subside fast
CN215627172U (en) Waste water recovery equipment with reuse function
CN112456692B (en) Sewage treatment equipment
CN212610156U (en) Integrated sewage treatment device
CN214680528U (en) Portable sewage settling cask
CN212050836U (en) Mobile domestic sewage treatment device
CN111661989A (en) An integrated sewage treatment device
CN210261399U (en) Sewage treatment device
CN214528427U (en) Metal blackening wastewater treatment device
CN201473355U (en) Integrated multifunctional air floatation water purifier
CN209442759U (en) A kind of hydraulic engineering filter device
CN216336781U (en) Built-in mud reflux unit of sedimentation tank
CN221876734U (en) Flocculation precipitation formula sewage purification treatment device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant