CN101898808B - Vortex dissolved-air floatation system - Google Patents

Vortex dissolved-air floatation system Download PDF

Info

Publication number
CN101898808B
CN101898808B CN201010256434.XA CN201010256434A CN101898808B CN 101898808 B CN101898808 B CN 101898808B CN 201010256434 A CN201010256434 A CN 201010256434A CN 101898808 B CN101898808 B CN 101898808B
Authority
CN
China
Prior art keywords
chamber
communicated
clean water
water
pipe
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
CN201010256434.XA
Other languages
Chinese (zh)
Other versions
CN101898808A (en
Inventor
陈杭飞
陈寿兵
伍世军
张妮妮
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.)
Zhejiang Bohua Environmental Technology & Engineering Co ltd
National Engineering Research Center for Water Resources of Harbin Institute of Technology Co Ltd
Original Assignee
Zhejiang Bohua Environmental Technology & 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 Zhejiang Bohua Environmental Technology & Engineering Co Ltd filed Critical Zhejiang Bohua Environmental Technology & Engineering Co Ltd
Priority to CN201010256434.XA priority Critical patent/CN101898808B/en
Publication of CN101898808A publication Critical patent/CN101898808A/en
Application granted granted Critical
Publication of CN101898808B publication Critical patent/CN101898808B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Removal Of Floating Material (AREA)

Abstract

The invention relates to a vortex dissolved-air floatation system which comprises a cabinet and a gas-liquid circulating system, wherein the inside of the cabinet is orderly provided with a floatation contact chamber, a separation chamber and a clear water chamber; the upper end of the floatation contact chamber is communicated with the separation chamber; the separation chamber is communicated with the clear water chamber through a collector pipe; the collector pipe comprises a main pipe and a plurality of attached pipes; the attached pipes are respectively positioned on both sides of the main pipe; one end of each attached pipe is closed, and the other end thereof is communicated with the main pipe; and the wall of each attached pipe is respectively provided with a plurality of water vent holes which are evenly distributed. The invention has the advantages of simple structure and convenient manufacture, evenly collects clear water and reduces the hydraulic stirring of outlet water on the separation chamber, thereby avoiding scum and precipitations from mixing into the clear water chamber, and enabling the clarity of the outlet water to be optimal; a screw rod is manually adjusted to adjust the height of a water level adjustment plate, thereby adjusting the water level in the clear water chamber; and thus, the height of the water level of the water in the separation chamber is indirectly adjusted, thereby ensuring the underwater penetration of a scum scraper and providing convenience for achieving the required scum scraping quantity.

Description

Vortex dissolved-air floatation system
Technical field
The present invention relates to a kind of air-dissolving air-float system, particularly a kind of vortex dissolved-air floatation system.
Background technology
Eddy current air-float equipment is mainly discharged by air saturation equipment, air and equipment, solid-liquid or liquid-liquid separation equipment three parts of mixing mutually with waste water form.The core that wherein molten gas and release system are whole air-dissolving air-float, the gas-liquid mixed ratio of molten gas, the size that discharges bubble, density, distribution etc. all have vital impact to pneumatically supported treatment effect.Traditional air-dissolving air-float system when water outlet, the hydraulic disturbance of air supporting scum silica frost region and precipitation zone, easily simultaneously by the scum silica frost floating on the surface and sink to water-bed precipitation and suck clean water chamber simultaneously, thereby it is not thorough to cause water outlet to purify; Slag scraper, when debugging, does not reach and reasonably scrapes pulp water position, causes scraping slag not thorough.
Summary of the invention
Object of the present invention is exactly for fear of the weak point in background technology, and a kind of vortex dissolved-air floatation system is provided, and it possesses the water level control apparatus that has the jiggly header of the water outlet avoided and adjust water level.
For achieving the above object, the present invention adopts following technical scheme: vortex dissolved-air floatation system, comprise casing and air-liquid circulating system, in casing, be provided with successively contact chamber, separate chamber and clean water chamber, top, separate chamber is provided with slag scraper, slag scraper right side is provided with slag-drip opening, casing left side is provided with the sewage import being communicated with contact chamber, casing right side is provided with the clear water output being communicated with clean water chamber, air-liquid circulating system is communicated with contact chamber and clean water chamber respectively, contact chamber upper end is communicated with separate chamber, between separate chamber and clean water chamber, by header, be communicated with, header comprises supervisor and some attached pipes, some attached pipes lay respectively at supervisor both sides, its one end sealing, the other end is communicated with supervisor respectively, and on the tube wall of attached pipe, be respectively equipped with some limbers of evenly arranging.
For a kind of optimization of the present invention, described attached pipe be arranged in parallel with the bottom surface of casing respectively.
For a kind of optimization of the present invention, described limbers is separately positioned on the both sides of attached pipe, and it is opening down.
For a kind of optimization of the present invention, the bottom of described separate chamber is provided with sludge drainage system, and sludge drainage system comprises some buckets, is arranged on bucket below mud discharging mouth and is positioned at the shore pipe that bottom half outside is communicated with mud discharging mouth.
For a kind of optimization of the present invention, it is opening up that described supervisor is positioned at clean water chamber one end.
For a kind of optimization of the present invention, clean water chamber upper end is provided with regulation of level plate, and regulation of level plate upper end is connected with screw mandrel, threaded mounting hole engagement on described screw mandrel and clean water chamber upper end box body wall.
For a kind of optimization of the present invention, between contact chamber and separate chamber, be provided with the flow deflector that contact chamber upper end is communicated with separate chamber, the pitch angle of flow deflector is 45 degree to 85 degree.
For a kind of optimization of the present invention, in described contact chamber, be provided with dividing plate, dividing plate upper end is connected with the roof of contact chamber upper end, and its lower end and contact chamber diapire are provided with gap.
For a kind of optimization of the present invention, described regulation of level plate is connected with clean water chamber inner wall sealing.
The present invention compares with background technology, has simple in structure, easily manufacturedly, evenly collects clear water, reduces water outlet the waterpower of separate chamber is stirred, thereby avoid scum silica frost and precipitation to sneak into clean water chamber, uses clarification of water degree and reaches optimum; In clean water chamber, water level, by the screw mandrel of manual regulation, makes regulation of level plate adjust up and down position, regulates clean water chamber water level height, thus water level height in indirect regulation separate chamber, and the underwater penetration of assurance slag scraper, to reach the required quantity of slag of scraping.
Accompanying drawing explanation
Fig. 1 is the structural representation of vortex dissolved-air floatation system.
Fig. 2 is the structural representation of header.
Fig. 3 is supervisor's structural representation.
Fig. 4 is the structural representation of attached pipe.
Fig. 5 is attached pipe A-A cross section enlarged view.
Embodiment
Embodiment 1: with reference to Fig. 1 ~ 5.Vortex dissolved-air floatation system, comprise casing 1 and air-liquid circulating system 15, in casing 1, be provided with successively contact chamber 2, separate chamber 7 and clean water chamber 13, 7 tops, separate chamber are provided with slag scraper 5, slag scraper 5 right sides are provided with slag-drip opening 9, casing 1 left side is provided with the sewage import 16 being communicated with contact chamber 2, casing 1 right side is provided with the clear water output 14 being communicated with clean water chamber 13, air-liquid circulating system 15 is communicated with contact chamber 2 and clean water chamber 13 respectively, contact chamber 2 upper ends are communicated with separate chamber 7, between separate chamber 7 and clean water chamber 13, by header, be communicated with, header comprises supervisor 10 and some attached pipes 8, some attached pipes 8 lay respectively at supervisor 10 both sides, attached pipe 8 one end sealings, the other end is communicated with the Link Port 10-2 of supervisor 10 both sides respectively, and on the tube wall of attached pipe 8, be respectively equipped with some limbers 8-1 that evenly arrange.Described attached pipe 8 be arranged in parallel with the bottom surface of casing 1 respectively.Described limbers 8-1 is separately positioned on the both sides of attached pipe 8, and the opening direction of its limbers 8-1 down.The bottom of described separate chamber 7 is provided with sludge drainage system 6, and sludge drainage system 6 comprises some bucket 6-1, is arranged on bucket 6-1 below mud discharging mouth 6-2 and is positioned at the shore pipe 6-3 that casing 1 bottom outside is communicated with mud discharging mouth 6-2.The opening 10-1 that described supervisor 10 is positioned at clean water chamber 13 one end upward.Clean water chamber 13 upper ends are provided with regulation of level plate 12, and regulation of level plate 12 upper ends are connected with screw mandrel 11, threaded mounting hole engagement on described screw mandrel 11 and clean water chamber 13 upper end casings 1.Described regulation of level plate 12 is connected with clean water chamber 13 inner wall sealings.Between contact chamber 2 and separate chamber 7, be provided with the flow deflector 4 that contact chamber 2 upper ends are communicated with separate chamber 7, the pitch angle of flow deflector 4 is 45 degree to 85 degree.In described contact chamber 2, be provided with dividing plate 3, dividing plate 3 upper ends are connected with the roof of contact chamber 2 upper ends, and its lower end and contact chamber 2 diapires are provided with gap.
It is to be understood that: although the present embodiment is to the present invention's detailed explanation of contrasting; but these explanations, just to simple declaration of the present invention, rather than limitation of the present invention; any innovation and creation that do not exceed in connotation of the present invention, all fall within the scope of protection of the present invention.

Claims (1)

1. a vortex dissolved-air floatation system, comprise casing and air-liquid circulating system, in casing, be provided with successively contact chamber, separate chamber and clean water chamber, top, separate chamber is provided with slag scraper, slag scraper right side is provided with slag-drip opening, casing left side is provided with the sewage import being communicated with contact chamber, casing right side is provided with the clear water output being communicated with clean water chamber, air-liquid circulating system is communicated with contact chamber and clean water chamber respectively, it is characterized in that: contact chamber upper end is communicated with separate chamber, between separate chamber and clean water chamber, by header, be communicated with, header comprises supervisor and some attached pipes, some attached pipes lay respectively at supervisor both sides, its one end sealing, the other end is communicated with supervisor respectively, and on the tube wall of attached pipe, be respectively equipped with some limbers of evenly arranging, described attached pipe be arranged in parallel with the bottom surface of casing respectively, described limbers is separately positioned on the both sides of attached pipe, and it is opening down, the bottom of described separate chamber is provided with sludge drainage system, sludge drainage system comprises some buckets, be arranged on bucket below mud discharging mouth and be positioned at the shore pipe that bottom half outside is communicated with mud discharging mouth, it is opening up that described supervisor is positioned at clean water chamber one end, clean water chamber upper end is provided with regulation of level plate, regulation of level plate upper end is connected with screw mandrel, threaded mounting hole engagement on described screw mandrel and clean water chamber upper end box body wall, between contact chamber and separate chamber, be provided with the flow deflector that contact chamber upper end is communicated with separate chamber, the pitch angle of flow deflector is 45 degree to 85 degree, in described contact chamber, be provided with dividing plate, dividing plate upper end is connected with the roof of contact chamber upper end, its lower end and contact chamber diapire are provided with gap, described regulation of level plate is connected with clean water chamber inner wall sealing.
CN201010256434.XA 2010-08-18 2010-08-18 Vortex dissolved-air floatation system Active CN101898808B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201010256434.XA CN101898808B (en) 2010-08-18 2010-08-18 Vortex dissolved-air floatation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201010256434.XA CN101898808B (en) 2010-08-18 2010-08-18 Vortex dissolved-air floatation system

Publications (2)

Publication Number Publication Date
CN101898808A CN101898808A (en) 2010-12-01
CN101898808B true CN101898808B (en) 2014-11-05

Family

ID=43224796

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201010256434.XA Active CN101898808B (en) 2010-08-18 2010-08-18 Vortex dissolved-air floatation system

Country Status (1)

Country Link
CN (1) CN101898808B (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104030388A (en) * 2014-06-13 2014-09-10 江苏赛格纺织机械有限公司 Air flotation device for cleaning floating object in sewage in printing and dyeing mill
CN105523600B (en) * 2014-09-30 2018-11-02 佛山高富中石油燃料沥青有限责任公司 A kind of water process flotation tank
CN105855067B (en) * 2016-05-30 2018-08-21 广东上典环境保护工程有限公司 A kind of unpowered flotation device
CN107244703A (en) * 2017-07-11 2017-10-13 湖南美奕机电科技有限公司 A kind of sealed air floatation machine
CN107352613A (en) * 2017-07-12 2017-11-17 湖南美奕机电科技有限公司 A kind of sealed dissolved gas floatator
CN107459090A (en) * 2017-09-11 2017-12-12 湖南美奕机电科技有限公司 A kind of high efficiency air float machine
CN107381702A (en) * 2017-09-12 2017-11-24 湖南美奕机电科技有限公司 A kind of high-efficiency dissolued-air air floatation machine
CN107459091A (en) * 2017-09-15 2017-12-12 湖南美奕机电科技有限公司 A kind of high tower air floatation machine

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2737779Y (en) * 2004-11-08 2005-11-02 王全龄 City pollution discharge channel sewage extraction apparatus
CN2748441Y (en) * 2004-06-28 2005-12-28 甘肃金桥水处理技术承包有限公司 Gas-floating water level automatic regulator
CN201102912Y (en) * 2007-09-21 2008-08-20 上海阳山材料科技有限公司 Sewage treating and oil removing device
CN201495124U (en) * 2009-09-03 2010-06-02 王万寿 Wastewater processing AIO for paper cone

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4016312B2 (en) * 2000-03-24 2007-12-05 株式会社石垣 Solid material recovery device
CN2477610Y (en) * 2001-05-09 2002-02-20 杭州博华环境技术工程有限公司 Dissolved gas discharging tube device
JP5071395B2 (en) * 2009-01-28 2012-11-14 栗田工業株式会社 Pressure floating separator
CN101786680B (en) * 2010-03-10 2011-12-28 无锡沪东麦斯特环境工程有限公司 Shunting exhaust pipe for air-floatation water purifier

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2748441Y (en) * 2004-06-28 2005-12-28 甘肃金桥水处理技术承包有限公司 Gas-floating water level automatic regulator
CN2737779Y (en) * 2004-11-08 2005-11-02 王全龄 City pollution discharge channel sewage extraction apparatus
CN201102912Y (en) * 2007-09-21 2008-08-20 上海阳山材料科技有限公司 Sewage treating and oil removing device
CN201495124U (en) * 2009-09-03 2010-06-02 王万寿 Wastewater processing AIO for paper cone

Also Published As

Publication number Publication date
CN101898808A (en) 2010-12-01

Similar Documents

Publication Publication Date Title
CN101898808B (en) Vortex dissolved-air floatation system
BRPI0520198B1 (en) anaerobic effluent purification device and method of operating an anaerobic effluent purification device such as wastewater
KR20120068327A (en) Verticality guide plate form dissolved airfloatation system using water flow of water treating apparatus
WO2024139959A1 (en) Multifunctional circular-flow clarifier and wastewater treatment system
CN105110507A (en) Self-cleaning-floatation-filtration treatment facility
CN219272236U (en) Floating weir and overflow water outlet device
CN217163310U (en) Totally enclosed aeration grit chamber
ITRM20060224U1 (en) IMPROVEMENT TO CERTIFIED AND INDUSTRIAL WASTEWATER PURIFIERS WITH VERTICAL REACTOR
CN207276306U (en) A kind of adjustable flow anti-clogging up-flow water distributor
CN202227327U (en) Floating type automatic water surface skimming and sucking device
CN207243526U (en) A kind of two grades of horizontal oil separator
CN207667208U (en) A kind of vertical sedimentation basin that can promote settling efficiency
CN103449554A (en) Shallow air floating machine
CN202007150U (en) Integrated energy-saving high-efficiency coagulating sedimentation water treatment facility
CN213446575U (en) Novel integrated sewage treatment air floatation equipment
CN105148573B (en) A kind of sedimentation tank for sewage disposal
CN210710975U (en) Sloping plate-air flotation mud-water separation tank
CN209679570U (en) A kind of vertical sedimentation tank
KR101535076B1 (en) Solid-liquid separation type wastewater treatment device
CN210457812U (en) Multistage flocculation sewage treatment system based on magnetic powder recovery and distribution device
CN209618984U (en) A kind of pontoon type decanting device
CN201889101U (en) High-efficiency tilted plate separator
KR101889517B1 (en) Busangjo and settling culture change for waste water disposal plant
KR20120068326A (en) Slope plate form precipitation tank using water folw of water treating apparatus
CN205222858U (en) Integration self -cleaning is floated and is strained water treatment facilities

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20220913

Address after: Room 1101-1118, Building 8, No. 20, Kejiyuan Road, Baiyang Street, Economic and Technological Development Zone, Hangzhou City, Zhejiang Province, 310018

Patentee after: ZHEJIANG BOHUA ENVIRONMENTAL TECHNOLOGY & ENGINEERING Co.,Ltd.

Patentee after: NATIONAL ENGINEERING RESEARCH CENTER OF URBAN WATER RESOURCE

Address before: 310012, Xihu District, Zhejiang Province, 98 ancient Pier Road, Xicheng, Hangzhou, new 10

Patentee before: ZHEJIANG BOHUA ENVIRONMENTAL TECHNOLOGY & ENGINEERING Co.,Ltd.

TR01 Transfer of patent right