CN2235967Y - Energy-saving blowing aerating dirt-water biochemical treatment device - Google Patents

Energy-saving blowing aerating dirt-water biochemical treatment device Download PDF

Info

Publication number
CN2235967Y
CN2235967Y CN95232870U CN95232870U CN2235967Y CN 2235967 Y CN2235967 Y CN 2235967Y CN 95232870 U CN95232870 U CN 95232870U CN 95232870 U CN95232870 U CN 95232870U CN 2235967 Y CN2235967 Y CN 2235967Y
Authority
CN
China
Prior art keywords
pipe
energy
inlet pipe
network
treatment device
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
CN95232870U
Other languages
Chinese (zh)
Inventor
陈庭良
张金坤
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.)
No 2 Petroleum Factory Of Fushun Petrochemical Chemistry Co Ltd
Original Assignee
No 2 Petroleum Factory Of Fushun Petrochemical Chemistry 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 No 2 Petroleum Factory Of Fushun Petrochemical Chemistry Co Ltd filed Critical No 2 Petroleum Factory Of Fushun Petrochemical Chemistry Co Ltd
Priority to CN95232870U priority Critical patent/CN2235967Y/en
Application granted granted Critical
Publication of CN2235967Y publication Critical patent/CN2235967Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

The utility model relates to an energy saving blowing aerating device for treating sewage in a biochemical way, which is composed of a blowing aerating pipe net which is connected with a main air inlet pipe and is arranged at the bottom of a biochemical pool and an aerator connected with the pipe net. The blowing aerating pipe net is a concentric ring-shaped branch pipe or a ring-shaped pipe net which is composed of a regular polygon ring-shaped branch pipe of which the center is the same point, and the aerator connected with the pipe net is a flow guiding three cutting type aerator. The utility model can eliminate turbulence shock to make air distribution even, the air utilization rate is increased, and the energy is saved; the utility model can be widely used for the treatment of industrial sewage and life sewage.

Description

A kind of energy-conservation blast aeration biochemical sewage treatment device
The utility model relates to a kind of blast aeration biochemical sewage treatment device.
The blast aeration device has good operation, equipment characteristics few, easy to maintenance at present, has been widely used in sewage biochemical treatment aspect.But biochemistry pool pucking wind aeration pipe network mostly is and is arranged in parallel usually, with the joining aerator of pipe network is to adopt the duplex pattern, easily rapids shake, wastes energy, the biochemical sludge load-carrying capacity is poor, coefficient of oxygen utilization is low, the equipment vibrations are big, easily loosening, middle micropore easily stops up, work-ing life weak point.
The purpose of this utility model is to improve at the shortcoming of aforesaid device structure, the shake of a kind of elimination rapids is provided, reduce resistance, increase load-carrying capacity, raising coefficient of oxygen utilization, minimizing equipment shake, avoid stopping up, saving the energy-conservation blast aeration biochemical sewage treatment device of the energy.
The utility model adopts following technical scheme to realize: energy-conservation blast aeration biochemical sewage treatment device is by linking with total inlet pipe and being positioned at the blast aeration pipe network at the bottom of the biochemistry pool and forming with joining several aerators of its pipe network.Be characterized in the joining blast aeration pipe network of total inlet pipe be that concentric(al) circles annular arm or center are the loop network that the regular polygon annular arm of same point constitutes, with the joining aerator of its pipe network be water conservancy diversion three cut aerators.
Below in conjunction with accompanying drawing the utility model is described further:
Fig. 1--Fig. 4 is the structural representation of blast aeration loop network of the present utility model;
Fig. 5 is the structural representation of water conservancy diversion three cut aerators of the present utility model.
Blast aeration pipe network of the present utility model is that concentric circles annular arm 2 or center are same The loop network that the regular polygon annular arm 2 of point consists of. Link with loop network Total inlet pipe 4 passes with its dimidiation gas main 4 and concentric circles in the middle of loop network The horizontal bent angle of the loop network that annular arm or regular polygon annular arm consist of is less than 90 Degree has radiation perpendicular with its pipe network plane and that link with it at its loop network The property equally distributed, the branched pipe 16 that stretches to the below, this branched pipe 16 and water conservancy diversion three cuts The air inlet pipe 12 of aerator 3 is joined. Total inlet pipe 4 in the loop network, annular arm 2 Increase successively with the caliber of branched pipe 16. The water conservancy diversion three cut aerations that the utility model adopts The cover 11 of device 3 is for partially circular, and its edge is sawtooth. Its cover 11 and deflector 10, air inlet Pipe 12 is fixing. The annular arm 2 (or branched pipe) of one end of air inlet pipe 12 and pipe network passes through Flange 15 links, its other end establish nozzle 14 and be provided with successively gulleting 9, Secondary cut sawtooth 8, three gulletings 13, and lead outer being arranged with of gulleting Stream tube 7 is provided with supporting leg 6 in the bottom of guide shell 7, and fixes with foundation bolt at the bottom of the pond. Whole loop network is also supported with 1 fixing at the bottom of the aeration tank by several supports 5. Like this, Wind enters from total inlet pipe, enters aerator 3 by annular each branched pipe 16 of arm 2 flow paths Air inlet pipe 12, from nozzle 14 ejection, guide shell 7 usefulness supporting legs 6 are fixed at the bottom of the aeration tank 1, Activated sludge is raised up, fully contact backward with the bubble of aerator nozzle 14 ejections On, successively through three saw cut, activated sludge mixes very even with bubble, Rear bubble is raised to the pond face, and so biochemical effect is fine. If the aeration tank floor space is excessive, Can arrange with the unit of a plurality of this structures.
The utility model adopts the loop network structure of concentric circles or regular polygon can eliminate rapids Shake, bent angle is less than the branch vertically downward of equidistant uniform setting on 90 degree and the loop network Pipe can make wind be evenly distributed, and three saw cut of aerator make bubble become more in small, broken bits, Air utilization ratio is increased, and the branched pipe that increased radioactivity is set in addition can be eliminated the aeration life Change the dead angle, the guide shell that arranges has simultaneously increased the hoisting power of activated sludge. Like this, In the constant situation for the treatment of capacity, compare with original blast aerator, can save sky The gas consumption amount, air blast can satisfy production requirement under smaller power. So this practicality is new Type is rational in infrastructure, can eliminate the rapids shake, saves the energy, the service life of extension device. Can Be widely used in industry, sanitary sewage disposal.
Embodiment of the present utility model is as follows:
At the bottom of the circular aeration tank of 7 meters of diameters, total inlet pipe 2 crosses three concentric(al) circles arms for DN200 pipe level and connects successively, at the bottom of being fixed on the pond by bearing, the ring pipe center is all at same horizontal plane, at the bottom of the pond 840 millimeters, interior ring diameter is 2 meters, and interior ring arm is DN50, uniform 2 take-off pipes of its vertical lower; Interior ring diameter is 4 meters, middle ring arm is DN100, uniform 4 take-off pipes of its vertical lower, 6 meters of outer ring diameters, the outer shroud arm is DN150, its uniform 6 take-off pipes in below, take-off pipe is DN32 and communicates with arm, and take-off pipe is provided with DN32, the Pg10 standard flange apart from 240 millimeters places of arm plan range, connect fixing with the aerator inlet flange, the aerator inlet pipe is DN32, and aerator comprises and its connection fixed guide shell and supporting leg that height overall is 600 millimeters, at the bottom of the anchoring bolt fixed spool, thereby finish assembling.Wind is mixed three times by saw cut with the mixed solution that guide shell elevates by the nozzle ejection by the steady unobstructed ground warp arm of total inlet pipe, take-off pipe, aerator inlet pipe, and up-flow is to the pond face.

Claims (6)

1, a kind of energy-conservation blast aeration biochemical sewage treatment device, by linking with total inlet pipe and being positioned at the blast aeration pipe network at the bottom of the biochemistry pool and forming with the joining aerator of its pipe network, it is characterized in that with the joining blast aeration pipe network of total inlet pipe (4) be that concentric(al) circles annular arm (2) or center are the loop network that the regular polygon arm (2) of same point constitutes; With the joining aerator of its pipe network (3) be water conservancy diversion three cut aerators.
2, energy-conservation blast aeration biochemical sewage treatment device according to claim 1, it is characterized in that the total inlet pipe (4) that links with loop network is divided into two halves from middle the passing of loop network, total inlet pipe (4) is spent less than 90 with the horizontal bent angle of the loop network that concentric(al) circles annular arm (2) or regular polygon annular arm (2) constitute.
3, energy-conservation blast aeration biochemical sewage treatment device according to claim 1 and 2, the cover (11) that it is characterized in that described water conservancy diversion three cut aerators (3) is fixed with flow deflector (10), inlet pipe (12), inlet pipe (12) one ends connect with the annular arm (2) of pipe network, its the other end is established nozzle (14) and a gulleting (9), secondary cut sawtooth (8), three gulletings (13), and be provided with guide shell (7) in the periphery of gulleting, establish supporting leg (6) in the bottom of guide shell.
4, a kind of energy-conservation blast aeration biochemical sewage treatment device according to claim 3, the cover (11) that it is characterized in that water conservancy diversion three cut aerators (3) is for circular partially, and its edge is a sawtooth.
5, a kind of energy-conservation blast aeration biochemical sewage treatment device according to claim 1 and 2, it is characterized in that have on the loop network with its pipe network plane perpendicular and link with it, radioactivity is equally distributed, take-off pipe (16) below stretching to, this take-off pipe (16) joins with the inlet pipe (12) of water conservancy diversion three cut aerators (3).
6, a kind of energy-conservation blast aeration biochemical sewage treatment device according to claim 5 is characterized in that the caliber of the total inlet pipe (4) of described loop network, annular arm (2) and take-off pipe (16) increases successively.
CN95232870U 1995-12-03 1995-12-03 Energy-saving blowing aerating dirt-water biochemical treatment device Expired - Fee Related CN2235967Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN95232870U CN2235967Y (en) 1995-12-03 1995-12-03 Energy-saving blowing aerating dirt-water biochemical treatment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN95232870U CN2235967Y (en) 1995-12-03 1995-12-03 Energy-saving blowing aerating dirt-water biochemical treatment device

Publications (1)

Publication Number Publication Date
CN2235967Y true CN2235967Y (en) 1996-09-25

Family

ID=33877130

Family Applications (1)

Application Number Title Priority Date Filing Date
CN95232870U Expired - Fee Related CN2235967Y (en) 1995-12-03 1995-12-03 Energy-saving blowing aerating dirt-water biochemical treatment device

Country Status (1)

Country Link
CN (1) CN2235967Y (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102141194A (en) * 2010-02-03 2011-08-03 长谷川和三 Low pressure air supply system
CN102424470A (en) * 2011-10-28 2012-04-25 浙江工商大学 Aeration disc and aeration apparatus for treating river water pollution
CN102637044A (en) * 2012-03-29 2012-08-15 山东泽谊自控技术有限公司 Energy-saving intermittent aeration control system
CN101704567B (en) * 2009-10-30 2012-09-26 中国广东核电集团有限公司 Chlorination frame structure of circulating water treatment system in nuclear power plant
CN102849847A (en) * 2012-09-14 2013-01-02 大连格兰清水环境工程有限公司 Wastewater aeration device with elevation overflowing function
CN102874918A (en) * 2012-10-12 2013-01-16 山东三润环保科技有限公司 Atomization high dispersion chemical dissolving aerating device
CN106868912A (en) * 2017-01-11 2017-06-20 杨太松 A kind of stalk cellulose paper pulp toilet paper flow mixing device
CN107382006A (en) * 2017-07-17 2017-11-24 西安建筑科技大学 A kind of deep well aeration sludge treatment equipment
CN110002696A (en) * 2019-05-20 2019-07-12 兴业环保股份有限公司 Small-scale sewage treatment worm bed bioreactor
CN116375231A (en) * 2023-01-17 2023-07-04 福建天甫电子材料有限公司 Aeration tower for preparing high-purity hydrofluoric acid

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101704567B (en) * 2009-10-30 2012-09-26 中国广东核电集团有限公司 Chlorination frame structure of circulating water treatment system in nuclear power plant
CN102141194A (en) * 2010-02-03 2011-08-03 长谷川和三 Low pressure air supply system
CN102141194B (en) * 2010-02-03 2015-09-02 长谷川和三 Low-pressure air supply system
CN102424470A (en) * 2011-10-28 2012-04-25 浙江工商大学 Aeration disc and aeration apparatus for treating river water pollution
CN102637044A (en) * 2012-03-29 2012-08-15 山东泽谊自控技术有限公司 Energy-saving intermittent aeration control system
CN102849847A (en) * 2012-09-14 2013-01-02 大连格兰清水环境工程有限公司 Wastewater aeration device with elevation overflowing function
CN102849847B (en) * 2012-09-14 2014-12-31 大连格兰清水环境工程有限公司 Wastewater aeration device with elevation overflowing function
CN102874918A (en) * 2012-10-12 2013-01-16 山东三润环保科技有限公司 Atomization high dispersion chemical dissolving aerating device
CN106868912A (en) * 2017-01-11 2017-06-20 杨太松 A kind of stalk cellulose paper pulp toilet paper flow mixing device
CN107382006A (en) * 2017-07-17 2017-11-24 西安建筑科技大学 A kind of deep well aeration sludge treatment equipment
CN110002696A (en) * 2019-05-20 2019-07-12 兴业环保股份有限公司 Small-scale sewage treatment worm bed bioreactor
CN116375231A (en) * 2023-01-17 2023-07-04 福建天甫电子材料有限公司 Aeration tower for preparing high-purity hydrofluoric acid

Similar Documents

Publication Publication Date Title
CN2235967Y (en) Energy-saving blowing aerating dirt-water biochemical treatment device
CN207091114U (en) A kind of solar energy aeration oxygenation is combined biological floating bed
CN201908001U (en) Novel jet aerator
CN103387312B (en) Multi-stage biological contact oxidation reactor sewage disposal device
CN214115068U (en) Water purification solar aeration ecological floating island system
CN201148379Y (en) Anaerobic reaction tower water distributor
CN209872706U (en) Circulation bioreactor
CN111995048A (en) Rear denitrification filter
CN108128909A (en) A kind of micro-nano oxygenation running water machine of laminar flow switch type
CN204752323U (en) Vertical integrative sewage treatment device
CN207891136U (en) A kind of micro-nano oxygenation running water machine of laminar flow switch type
CN210620386U (en) Water curtain oxygenation type egg-shaped biological membrane reaction device for domestic sewage treatment
CN112960767A (en) Device and method for enhancing aeration by utilizing gas buoyancy
CN209619132U (en) A kind of circular integrated water treatment facilities
CN207313222U (en) A kind of intermittent aerating circular form biochemical reactor
CN209872440U (en) Solar water body purification device
CN2242887Y (en) Combined air-diffused aerator
CN208413986U (en) The high load capacity bioreactor being exclusively used in sewage disposal system
CN107739100B (en) Mixed oxygenation-artificial floating island integrated water quality restoration device
CN220827302U (en) Compact MBR sewage treatment plant
CN216764448U (en) Peripheral-inlet middle-outlet aerobic reaction tank for BFM-MBBR sewage treatment process
CN219972021U (en) MBBR sewage treatment device
CN221141483U (en) Wastewater treatment aeration system
CN219507762U (en) Middle bubble air diffusion device
CN217868352U (en) Novel aeration device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee