CN102849847B - Wastewater aeration device with elevation overflowing function - Google Patents
Wastewater aeration device with elevation overflowing function Download PDFInfo
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- CN102849847B CN102849847B CN201210340504.9A CN201210340504A CN102849847B CN 102849847 B CN102849847 B CN 102849847B CN 201210340504 A CN201210340504 A CN 201210340504A CN 102849847 B CN102849847 B CN 102849847B
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- tank body
- annular
- cone
- ventilating
- ventilation
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
The invention belongs to the technical field of sewage treatment, and discloses a conical sewage treatment device with an elevation overflowing function. The lower part of a tank body is a circular cone, and the circular cone is welded with an upper-part cylinder. The tank body is made of stainless steel. An overflowing device is arranged in the tank. A water inlet pipe is arranged at the top of the tank body, and a water discharging port is provided at the bottom of the tank. Four annular ventilating pipes uniformly surrounds on the outer side of the circular cone. Air holes are provided on the annular parts. Ends away from the tank body are connected with a blower. Ventilating nozzles are annularly arranged and are embedded on the surface of the circular cone. With the ventilating nozzles, the inner part of the tank body communicates with the outside. Air outlet ends of the ventilating holes are oriented inwards, and have upward inclination angles. Air inlet ends are connected with soft connection pipes. Air holes of the annular ventilating pipes are connected to the air inlet ends through the soft pipes. Annular ventilation is adopted as a ventilation manner, such that ventilation efficiency is improved, and air nozzles are prevented from being blocked. Hand valves are provided on the annular ventilating pipes, such that a ventilation opening degree can be adjusted. With the device, problems such as large land occupation and low aeration efficiency of existing aeration devices are solved. With an elevation overflowing device, floating objects can be removed by overflowing, and sludge discharging can be reduced.
Description
Technical field
The present invention relates to a kind of cone waste disposal plant of liftable overflow, it belongs to technical field of sewage.
Background technology
Aeration refers to and artificially in biochemical aeration tank, passes into air by suitable equipment, to reach the object of expection.Aeration not only makes liquid-to-air contact oxygenation in pond, and due to agitated liquid, accelerates oxygen in air and shift in liquid, thus complete the object of oxygenation; In addition, aeration prevents pond inner suspension body from sinking in addition, strengthens the object that in pond, organism contacts with dissolved oxygen with microorganism, thus ensures that in pond, microorganism is under the condition having sufficient dissolved oxygen, to oxygenolysis organic in sewage.The quality of aerating apparatus, not only affects biochemical wastewater treatment effect, and directly has influence on Treatment stations occupation of land, investment and working cost.Single for the aerating apparatus form of wastewater treatment at present, commonly aeration at the bottom of pond, aeration efficiency is general, and floor space is large, cleaning mud difficulty.
Summary of the invention
In view of the defect that prior art exists, the object of patent of the present invention is to provide a kind of cone waste disposal plant of liftable overflow, adopts circular pattern to ventilate in water, and ventilate more even, ventilation can regulate with valve; Tuyere not easily blocks; Mud can be discharged by plate, easy to clean; Vertical reactor, floor space is little, with lifting overflow device, not only can overflow floating matter but also can ensure that water outlet can not be mingled with tank body bottom mud.
For achieving the above object, the technology used in the present invention solution is a kind of cone waste disposal plant of liftable overflow, by tank body, water inlet pipe, loop vent pipe, hose connector, ventilation mouths, manually-operated gate, water port and mud discharging mouth form, tank body lower part is cone, be welded to connect with upper cylinder, material is stainless steel; Also overflow device is comprised in tank; Tank body top arranges water inlet pipe, and bottom is water port; Article four, loop vent pipe uniform ring is around in outside cone, and annular section arranges pore, is connected with blower fan away from tank body one end; Ventilation mouths annular array is embedded in conical surface, is communicated with inside and outside tank body, and inwardly and have angle of inclination upwards, air intake is connected with hose connector in the outlet air end direction of ventilation mouths; The pore of loop vent pipe is connected on air intake by hose connector.Described mud discharging mouth installs electronic plate.On described loop vent pipe, be provided with the manually-operated gate of adjustable aperture near blower fan one end.Described loop vent tube annulus divides opens a pore every 20 ~ 30cm.Described overflow device comprises the motor, sleeve pipe, the upflow tube that control lifting; , near tank body bottom, risen by driven by motor upflow tube and declined in the lower end of sleeve pipe, according to the silt depth of floater and tank body bottom, and the height of adjustment upflow tube.
After adopting such scheme, compared with prior art having following beneficial effect is that cone annular aerating apparatus entirety is in vertical reactor, save and take up an area, below adopts cone tank form, is equipped with plate-insertion type valve, when being conducive to clearing up, mud is discharged and is collected, draft type adopts loop vent, strengthens drafting efficiency, and tuyere is not easy blocking, loop vent pipe is equipped with hand valve, can regulate ventilation aperture.Solve the problems such as existing aerating apparatus floor space is large, aeration efficiency is low.Be equipped with lifting overflow device, overflow can fall floating matter and reduce mud to discharge.
Accompanying drawing explanation
Fig. 1 is the structure diagram of the cone annular aerating apparatus of wastewater treatment;
Fig. 2 is the structure diagram of ventilation mouths part.
In figure: 1, water inlet pipe, 2, loop vent pipe, 3, hose connector, 4, manually-operated gate, 5, electronic plate, 6, mud discharging mouth, 7, water port, 8, tank body, 9, blower fan, 10, ventilation mouths, 10a, outlet air end, 10b, air intake, 11, overflow device, 11a, upflow tube, 11b, sleeve pipe, 11c, overflow the mouth of a river.
Embodiment
For understanding the structure of the cone annular aerating apparatus for wastewater treatment in depth, composition graphs 1, Fig. 2 are described as follows:
A kind of cone waste disposal plant of liftable overflow, by tank body 8, water inlet pipe 1, loop vent pipe 2, hose connector 3, ventilation mouths 10, manually-operated gate 4, water port 7, mud discharging mouth 6 form, and tank body 8 bottom is cone, be welded to connect with upper cylinder, material is stainless steel; Also comprise overflow device 11, be arranged on tank body 8 inwall; Tank body 8 top arranges water inlet pipe 1, and bottom is water port 7; Article four, loop vent pipe 2 uniform ring is around in outside cone, and annular section arranges pore, is connected with blower fan 9 away from tank body 8 one end; Ventilation mouths 10 annular array is embedded in conical surface, is communicated with inside and outside tank body 8, and inwardly and have angle of inclination upwards, air intake 10b is connected with hose connector 3 in the outlet air end 10a direction of ventilation mouths 10; The pore of loop vent pipe 2 is connected on air intake 10b by hose connector 3.Described mud discharging mouth 6, it installs electronic plate 5.On described loop vent pipe 2, be provided with the manually-operated gate 4 of adjustable aperture near blower fan 9 one end.Described loop vent pipe 2 annular section opens a pore every 20 ~ 30cm.Described overflow device 11 comprises the motor, sleeve pipe 11b, the upflow tube 11a that control lifting; , near tank body 8 bottom, risen by driven by motor upflow tube 11a and decline in the lower end of sleeve pipe 11b and the lower end of upflow tube 11b, according to the silt depth of floater and tank body 8 bottom, and the height of adjustment upflow tube 11a.
Cone annular aerating apparatus adopts circular pattern to ventilate in water, and ventilate more even, ventilation can regulate with valve; Tuyere not easily blocks; Mud can be discharged by plate, easy to clean; Vertical reactor, floor space is little.Solve the problems such as existing aerating apparatus floor space is large, aeration efficiency is low.After adding overflow device, overflow can fall floating matter and reduce mud to discharge.
Claims (3)
1. the annular of the cone for a wastewater treatment aerating apparatus, by tank body (8), water inlet pipe (1), loop vent pipe (2), hose connector (3), ventilation mouths (10), manually-operated gate (4), water port (7) and mud discharging mouth (6) form, it is characterized in that: tank body (8) bottom is cone, be welded to connect with upper cylinder, material is stainless steel; Also comprise overflow device (11), be arranged on tank body (8) inwall; Tank body (8) top arranges water inlet pipe (1), the bottom of the cone of tank body (8) bottom is mud discharging mouth (6), mud discharging mouth (6) is upper installs electronic plate (5), arranges water port (7) in the Lower Half of tank body (8) lower cone body near electronic plate (5); Article four, loop vent pipe (2) uniform ring is around in outside cone, and annular section arranges pore, is connected with blower fan (9) away from tank body (8) one end, and is being provided with the manually-operated gate (4) of adjustable aperture near blower fan (9) place; Ventilation mouths (10) annular array is embedded in conical surface, is communicated with inside and outside tank body (8), and inwardly and have angle of inclination upwards, air intake (10b) is connected with hose connector (3) in outlet air end (10a) direction of ventilation mouths (10); The pore of loop vent pipe (2) is connected on air intake (10b) by hose connector (3).
2., according to a kind of annular of the cone for the wastewater treatment aerating apparatus described in claim 1, it is characterized in that: described loop vent pipe (2) annular section opens a pore every 20-30cm.
3., according to a kind of annular of the cone for the wastewater treatment aerating apparatus described in claim 1, it is characterized in that: described overflow device (11) comprises the motor, sleeve pipe (11b), the upflow tube (11a) that control lifting; , near tank body (8) bottom, risen by driven by motor upflow tube (11a) and decline in the lower end of sleeve pipe (11b), according to the silt depth of floater and tank body (8) bottom, and the height of adjustment upflow tube (11a).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201210340504.9A CN102849847B (en) | 2012-09-14 | 2012-09-14 | Wastewater aeration device with elevation overflowing function |
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CN201210340504.9A CN102849847B (en) | 2012-09-14 | 2012-09-14 | Wastewater aeration device with elevation overflowing function |
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CN102849847A CN102849847A (en) | 2013-01-02 |
CN102849847B true CN102849847B (en) | 2014-12-31 |
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CN201210340504.9A Active CN102849847B (en) | 2012-09-14 | 2012-09-14 | Wastewater aeration device with elevation overflowing function |
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CN108391617A (en) * | 2018-04-02 | 2018-08-14 | 北京市水产科学研究所 | A kind of aquaculture pond |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2235967Y (en) * | 1995-12-03 | 1996-09-25 | 抚顺石油化工公司石油二厂 | Energy-saving blowing aerating dirt-water biochemical treatment device |
CN201309860Y (en) * | 2008-10-14 | 2009-09-16 | 贾学庆 | Aeration tank and sedimentation tank combined wastewater treatment tank |
CN202265456U (en) * | 2011-10-28 | 2012-06-06 | 浙江工商大学 | Aeration disc and aeration device for water pollution regulation of riverways |
CN202988831U (en) * | 2012-09-14 | 2013-06-12 | 大连格兰清水环境工程有限公司 | Cone annular aerating device for waste water treatment |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2004130170A (en) * | 2002-10-08 | 2004-04-30 | Kurio Corp:Kk | Air diffusion device by underwater suspension and air diffusion method |
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2012
- 2012-09-14 CN CN201210340504.9A patent/CN102849847B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2235967Y (en) * | 1995-12-03 | 1996-09-25 | 抚顺石油化工公司石油二厂 | Energy-saving blowing aerating dirt-water biochemical treatment device |
CN201309860Y (en) * | 2008-10-14 | 2009-09-16 | 贾学庆 | Aeration tank and sedimentation tank combined wastewater treatment tank |
CN202265456U (en) * | 2011-10-28 | 2012-06-06 | 浙江工商大学 | Aeration disc and aeration device for water pollution regulation of riverways |
CN202988831U (en) * | 2012-09-14 | 2013-06-12 | 大连格兰清水环境工程有限公司 | Cone annular aerating device for waste water treatment |
Non-Patent Citations (1)
Title |
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JP特开2004-130170A 2004.04.30 * |
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