[go: up one dir, main page]

CN201470160U - Mechanical stirring clarifier - Google Patents

Mechanical stirring clarifier Download PDF

Info

Publication number
CN201470160U
CN201470160U CN2009201859017U CN200920185901U CN201470160U CN 201470160 U CN201470160 U CN 201470160U CN 2009201859017 U CN2009201859017 U CN 2009201859017U CN 200920185901 U CN200920185901 U CN 200920185901U CN 201470160 U CN201470160 U CN 201470160U
Authority
CN
China
Prior art keywords
water
reaction
enters
clarifier
zone
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.)
Expired - Fee Related
Application number
CN2009201859017U
Other languages
Chinese (zh)
Inventor
吴荣斌
刘志荣
何小英
文哲
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.)
China Nerin Engineering Co Ltd
Original Assignee
China Nerin Engineering Co Ltd
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 China Nerin Engineering Co Ltd filed Critical China Nerin Engineering Co Ltd
Priority to CN2009201859017U priority Critical patent/CN201470160U/en
Application granted granted Critical
Publication of CN201470160U publication Critical patent/CN201470160U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

一种机械搅拌澄清池,原水经过管道静态混合器和药剂混合后,直接进入澄清池中心筒,中心筒内设一个提升、搅拌叶轮,一方面使池底的活性泥渣回流到中心筒,另一方面使回流的活性泥渣充分和进水混合,最大限度的利用活性泥渣的絮凝活性,减少药剂的投加量,提高出水水质。中心筒的出水通过导流罩进入反应区完成絮凝反应,然后进入沉淀区使固液分离,上层的澄清液通过集水槽出水,池底多余的陈旧泥渣经过池底刮泥机收集,再通过排泥管道定期排除。通过采用导流罩将第二反应区和分离区相对隔开。使机械搅拌澄清池的土建结构型式大大简化,方便土建结构的设计和施工。

A kind of mechanical stirring clarifier. After the raw water is mixed with the pipeline static mixer and the chemical agent, it directly enters the center cylinder of the clarification tank. A lifting and stirring impeller is installed in the center cylinder. On the one hand, the returning active sludge is fully mixed with the influent water, the flocculation activity of the active sludge is utilized to the greatest extent, the dosage of chemicals is reduced, and the quality of the effluent is improved. The outlet water of the central cylinder enters the reaction area through the diversion cover to complete the flocculation reaction, and then enters the sedimentation area to separate the solid from the liquid. The sludge discharge pipe is regularly discharged. The second reaction zone and the separation zone are relatively separated by using a shroud. The civil structure type of the mechanical stirring clarifier is greatly simplified, and the design and construction of the civil structure are convenient.

Description

机械搅拌澄清池 Mechanical stirring clarifier

技术领域technical field

本实用新型涉及一种市政给水处理机械搅拌澄清池。The utility model relates to a mechanical stirring clarifier for municipal water supply treatment.

背景技术Background technique

目前,国内常用的机械搅拌澄清池构造主要由第一反应室、第二反应室和分离室组成。整个池体上部是圆筒形,下部是截头圆锥形,中间设三角环形钢筋混凝土配水槽,第二反应室内需要设导流板。搅拌设备由提升叶轮和搅拌桨组成,提升叶轮装在第一和第二反应室的分隔处。土建结构复杂,施工难度大,设备安装困难,严重制约了机械搅拌澄清池的应用。At present, the structure of the mechanically stirred clarifier commonly used in China is mainly composed of the first reaction chamber, the second reaction chamber and the separation chamber. The upper part of the whole pool body is cylindrical, the lower part is truncated conical, and a triangular annular reinforced concrete water distribution tank is arranged in the middle, and a deflector needs to be arranged in the second reaction chamber. The stirring device is composed of a lifting impeller and a stirring paddle, and the lifting impeller is installed at the partition between the first and second reaction chambers. The civil structure is complex, the construction is difficult, and the equipment installation is difficult, which seriously restricts the application of mechanical stirring clarifiers.

发明内容Contents of the invention

本实用新型的目的是提供一种结构简单,设备安装方便的机械搅拌澄清池,充分发挥机械搅拌澄清池能适应进水水质浊度变化大、药剂投加量少的特点。The purpose of this utility model is to provide a mechanically stirred clarifier with simple structure and convenient equipment installation, which can fully utilize the characteristics of the mechanically stirred clarifier, which can adapt to large changes in turbidity of influent water quality and less dosage of chemicals.

本实用新型的机械搅拌澄清池,包括进水管、出水管、排泥管、集水槽、刮泥机,其特征在于:在澄清池中央设置中心筒第一反应区,原水和药剂混合后,直接进入澄清池中心筒,中心筒内设一个提升、搅拌叶轮,一方面使池底的活性泥渣回流到中心筒,另一方面使回流的活性泥渣充分和进水混合,最大限度的利用活性泥渣的絮凝活性,减少药剂的投加量,提高出水水质。中心筒的出水通过导流罩进入第二反应区完成絮凝反应,然后进入沉淀区使固液分离,上层的澄清液通过集水槽出水,池底多余的陈旧泥渣经过池底刮泥机收集,再通过排泥管道定期排除。The mechanical agitation clarifier of the utility model includes a water inlet pipe, a water outlet pipe, a mud discharge pipe, a sump, and a mud scraper. Entering the center cylinder of the clarification tank, a lifting and stirring impeller is installed in the center cylinder, on the one hand, the active sludge at the bottom of the tank is returned to the central cylinder, and on the other hand, the returned active sludge is fully mixed with the incoming water, and the activity is maximized. The flocculation activity of sludge reduces the dosage of chemicals and improves the quality of effluent. The outlet water of the central cylinder enters the second reaction zone through the diversion cover to complete the flocculation reaction, and then enters the sedimentation zone to separate the solid and liquid. The clarified liquid in the upper layer is discharged through the sump, and the excess old sludge at the bottom of the tank is collected by the sludge scraper at the bottom of the tank. Then it is regularly discharged through the sludge discharge pipe.

本实用新型的机械搅拌澄清池,不再采用钢筋混凝土三角环形配水槽,并通过采用钢制导流罩将第二反应区和分离区相对隔开。使机械搅拌澄清池的土建结构型式大大简化,方便土建结构的设计和施工。The mechanically agitated clarifier of the utility model no longer uses a reinforced concrete triangular annular water distribution tank, and uses a steel guide cover to relatively separate the second reaction zone from the separation zone. The civil structure type of the mechanical stirring clarifier is greatly simplified, and the design and construction of the civil structure are convenient.

本实用新型的机械搅拌澄清池能适应进水水质浊度变化大的原水,可广泛应用于目前国内外给水处理厂的澄清处理。具有土建结构简单,设备安装容易,药剂投加量少,出水浊度小,运行管理方便,节约用地面积等优点。The mechanical agitation clarification tank of the utility model can adapt to the raw water whose influent turbidity changes greatly, and can be widely used in the clarification treatment of domestic and foreign water supply treatment plants. It has the advantages of simple civil structure, easy equipment installation, less dosage of chemicals, low turbidity of effluent, convenient operation and management, and saving land area.

附图说明Description of drawings

图1为本实用新型机械搅拌澄清池的剖面结构示意图;Fig. 1 is the sectional structure schematic diagram of mechanical agitation clarifier of the present utility model;

图2为本实用新型机械搅拌澄清池的俯视结构示意图。Fig. 2 is a structural schematic diagram of a top view of the mechanical agitation clarification tank of the present invention.

具体实施方式Detailed ways

本实用新型的机械搅拌澄清池,包括进水管1、出水管5、排泥管6、集水槽7、刮泥机8,原水和药剂混合后,直接进入澄清池中心筒2,中心筒内设一个提升、搅拌叶轮3,通过叶轮的搅拌和提升,一方面使池底的活性泥渣回流到中心筒2,另一方面使回流的活性泥渣充分和进水混合,最大限度的利用活性泥渣的絮凝活性,减少药剂的投加量,提高出水水质。中心筒2的出水通过导流罩4进入第二反应区完成絮凝反应,然后进入沉淀区使固液分离,上层的澄清液通过集水槽7出水,池底多余的陈旧泥渣经过池底刮泥机8收集,再通过排泥管道6定期排除。通过取消三角环形配水槽,并采用钢制导流罩将第二反应区和分离区相对隔开,使机械搅拌澄清池的土建结构型式大大简化,方便土建结构的设计和施工,并简化搅拌、提升设备的安装。The mechanical agitation clarifier of the utility model includes a water inlet pipe 1, an outlet pipe 5, a mud discharge pipe 6, a sump 7, and a mud scraper 8. After the raw water and the medicine are mixed, it directly enters the center cylinder 2 of the clarification tank, and the center cylinder is equipped with A lifting and stirring impeller 3, through the stirring and lifting of the impeller, on the one hand, the active sludge at the bottom of the pool is returned to the central cylinder 2, and on the other hand, the returned active sludge is fully mixed with the incoming water, and the active sludge is used to the maximum extent. The flocculation activity of slag is improved, the dosage of chemicals is reduced, and the quality of effluent water is improved. The outlet water of the central cylinder 2 enters the second reaction zone through the diversion cover 4 to complete the flocculation reaction, and then enters the sedimentation zone to separate the solid and liquid. The clarified liquid in the upper layer is discharged through the sump 7, and the excess old sludge at the bottom of the tank is scraped through the bottom of the tank. The machine 8 collects, and then regularly gets rid of through the mud discharge pipe 6. By canceling the triangular ring-shaped water distribution tank and using a steel shroud to separate the second reaction zone from the separation zone, the civil structure of the mechanically stirred clarifier is greatly simplified, which facilitates the design and construction of the civil structure, and simplifies the mixing, Lifting equipment installation.

Claims (2)

1. accelerator, comprise water inlet pipe (1), outlet pipe (5), discharge pipeline (6), water leg (7), mud scraper (8), it is characterized in that: central tube (2) is set in depositing reservoir central authorities, after former water and medicament mix, directly enter depositing reservoir central tube (2), establish a lifting in the central tube, agitator arm (3), the water outlet of central tube first reaction zone enters second reaction zone by kuppe (4) and finishes flocculation reaction, enter the settling zone then and make Separation of Solid and Liquid, the clarified solution on upper strata is by water leg (7) water outlet, at the bottom of the pond unnecessary outmoded body refuse through the pond at the bottom of mud scraper (8) collect, regularly get rid of by discharge pipeline (6) road again.
2. accelerator according to claim 1 is characterized in that: adopt steel kuppe (4) to separate second reaction zone is relative with the Disengagement zone.
CN2009201859017U 2009-07-22 2009-07-22 Mechanical stirring clarifier Expired - Fee Related CN201470160U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009201859017U CN201470160U (en) 2009-07-22 2009-07-22 Mechanical stirring clarifier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009201859017U CN201470160U (en) 2009-07-22 2009-07-22 Mechanical stirring clarifier

Publications (1)

Publication Number Publication Date
CN201470160U true CN201470160U (en) 2010-05-19

Family

ID=42406398

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009201859017U Expired - Fee Related CN201470160U (en) 2009-07-22 2009-07-22 Mechanical stirring clarifier

Country Status (1)

Country Link
CN (1) CN201470160U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102285733A (en) * 2011-06-03 2011-12-21 徐建龙 Reclaimed water recycling combined pool and reclaimed water recycling method
CN104707371A (en) * 2015-04-02 2015-06-17 北京市市政工程设计研究总院有限公司 Novel mechanical stirring clarification tank
CN111672201A (en) * 2020-06-30 2020-09-18 广州形银科技有限公司 A mine sewage clarification device
CN113185035A (en) * 2021-06-02 2021-07-30 浙江恒立交通工程有限公司 Concrete retarding water treatment method and device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102285733A (en) * 2011-06-03 2011-12-21 徐建龙 Reclaimed water recycling combined pool and reclaimed water recycling method
CN104707371A (en) * 2015-04-02 2015-06-17 北京市市政工程设计研究总院有限公司 Novel mechanical stirring clarification tank
CN111672201A (en) * 2020-06-30 2020-09-18 广州形银科技有限公司 A mine sewage clarification device
CN113185035A (en) * 2021-06-02 2021-07-30 浙江恒立交通工程有限公司 Concrete retarding water treatment method and device

Similar Documents

Publication Publication Date Title
CN101239259B (en) Sludge return sedimentation pool improved from pipe chute sedimentation pool and improving method thereby
CN208814853U (en) Quick black smelly water treatment system of the biochemistry pool in conjunction with efficient sedimentation tank
CN205774033U (en) A kind of compound efficient depositing reservoir
CN202415298U (en) System capable of purifying muddy water circularly
CN209286730U (en) A kind of efficient high density clarifier
CN104743662B (en) Pulse type secondary concentric-circle baffling anaerobic hydrolysis reactor
CN202590444U (en) Tube-in-tube clarification pool
CN201470160U (en) Mechanical stirring clarifier
CN103170167B (en) A kind of water being applicable to feeding lime processes clarifier
CN203625180U (en) Mechanical flocculation sewage treatment sediment filter tank
CN205340246U (en) A high -efficient reaction settling pond for sewage treatment
CN106315969A (en) Integrated wastewater treatment equipment of IBR (integral biological reactor) and treatment process
CN109626755A (en) Integrated sewage treating apparatus
CN101708918B (en) Improved integrated A/O sewage treatment equipment
CN212283191U (en) Filtering and precipitating coupling novel secondary precipitation tank system based on physicochemical biological synergy
CN202028242U (en) Novel clarification tank for rotational flow reaction
CN212076536U (en) Integrated efficient sedimentation tank sewage treatment device
CN203461857U (en) Efficient reaction sedimentation basin
CN220976630U (en) Intelligent high-efficient dephosphorization equipment
CN209685531U (en) Waste water treatment system
CN103922541B (en) For the full suspended active sludge integrated treatment unit of urban wastewater treatment
CN203794750U (en) Complete-suspension activated sludge process integrated treatment device used for town sewage treatment
CN203346199U (en) Efficient mixing and precipitation integrated water purifier
CN107200431A (en) A method for advanced treatment of pig raising wastewater
CN217757087U (en) Sewage treatment pool

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100519

Termination date: 20170722