CN2136241Y - Automatic concentration dregs overflowing type waste water treating apparatus - Google Patents
Automatic concentration dregs overflowing type waste water treating apparatus Download PDFInfo
- Publication number
- CN2136241Y CN2136241Y CN 92223682 CN92223682U CN2136241Y CN 2136241 Y CN2136241 Y CN 2136241Y CN 92223682 CN92223682 CN 92223682 CN 92223682 U CN92223682 U CN 92223682U CN 2136241 Y CN2136241 Y CN 2136241Y
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- CN
- China
- Prior art keywords
- waste water
- utility
- dregs
- model
- overflowing
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- 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
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- Physical Water Treatments (AREA)
- Removal Of Floating Material (AREA)
Abstract
The utility model belongs to an air-floating waste water treating device, comprising a rotational flow reaction chamber, a vertical flow air-floating separation chamber, etc., and is characterized in that the utility model is also provided with a conical section table concentrating and dregs overflowing board which can lead waster dregs which float upwards to be further dewatered in a dreg gathering zone, to overflow from an overflow port of the board and to be discharged out of the device. The utility model has the advantages of low water content of dreg discharging, the reduction of the cost of waste water treatment and the reduction of energy consumption. The utility model obtains satisfactory effect in the course of waste water treatment of printing and dyeing.
Description
The utility model belongs to the improvement of air supporting wastewater treatment equipment.
Existing air supporting wastewater treatment equipment is with mixing and reaction chamber and air flotation separating chamber design mix body structure formula.Air flotation separating chamber deslagging mode adopts machinery to scrape slag or overflow and slag usually.Machinery is scraped slag equipment cost height, the running maintenance complexity, and conventional overflow and slag water ratio is higher, mud handling capacity is big.
The purpose of this utility model is to provide a kind of dregs overflowing type wastewater treatment equipment that concentrates automatically, and this device is designed to collect the cyclone reaction chamber, and the floating separate chamber of perpendicular gas is the structural formula of one with concentrating the grit chamber of overflowing automatically.
The utility model is compared with existing technology, it is characterized in that being provided with overflow garden frustum structure and replaced mechanical doctor or straight tube natural style overflow device in device.
Accompanying drawing is the utility model structural representation, and wherein 1 is housing, is provided with taper dividing plate 2 at the lower part of frame certain position, which is provided with guide shell 3, and tube is built-in with dissolved air release 4.Be provided with taper at housing top certain position and cut the concentrated slag-overflowing plate 5 of platform, this section platform height is 200-300mm.Taper dividing plate 2 and taper cut the concentrated slag-overflowing plate 5 of platform shell space are divided into three chambers; One is the following cyclone reaction chamber 6 that is made of at the bottom of with shell the taper dividing plate, one to be intermediary cut platform by taper dividing plate 2 and taper concentrates the floating separate chamber 7 of perpendicular gas that slag-overflowing plate 5 constitutes, and another is cutting platform by taper and concentrating the deslagging chamber 8 that slag-overflowing plate 5 constitutes with housing top of top.Be provided with wastewater inlet pipe 9 in the bottom of cyclone reaction chamber 6, the waste water of required processing is indoor from tangentially spraying into, and realize the coagulating of impurity in medicine and the water with the eddy flow state, the throw out that reaction generates enters guide shell 3 with water with the alumen ustum shape, the micro bubble of emitting with reliever in tube interacts, absorption mutually, one track overflow guide shell enters air flotation separating chamber 7 and realizes separating of throw outs (waste residue) and clear water, clear water enters following clear water zone, and is collected through rising pipe 11 to water by annular header 10 and to go out groove 12 again outside the discharger.The waste residue of come-up accumulates in the slag-collecting area on top, separate chamber, and waste residue cuts platform outlet overflow through thickening to deslagging chamber 8, again outside scum pipe 13 dischargers through taper.For the ease of washing unit, on the lower case of cyclone reaction chamber and the floating separate chamber of perpendicular gas, be respectively equipped with blow-down pipe 14 and 15.
The utility model deslagging water ratio is 96-97%, than the low 2-3 percentage point of the excessive slag water ratio of routine, in addition, owing to adopt overflow and slag to replace the slag of scraping of machinery, has saved equipment and maintenance cost, has reduced the cost and the energy consumption of processing waste water.The utility model is used for treatment of dyeing wastewater and has obtained well-content effect.
Claims (1)
1, a kind of dregs overflowing type wastewater treatment equipment that concentrates automatically, be provided with the taper dividing plate by housing with in the intravital bottom of shell, dividing plate is provided with guide shell, be placed with dissolved air release in the tube, and wastewater inlet pipe, annular clear water header, rising pipe constitute, and it is characterized in that, the slag-collecting area on the top, the floating separate chamber of perpendicular gas of this device is provided with that a kind of section platform is high to cut the concentrated slag-overflowing plate of platform for the taper of 200-300mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 92223682 CN2136241Y (en) | 1992-06-02 | 1992-06-02 | Automatic concentration dregs overflowing type waste water treating apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 92223682 CN2136241Y (en) | 1992-06-02 | 1992-06-02 | Automatic concentration dregs overflowing type waste water treating apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2136241Y true CN2136241Y (en) | 1993-06-16 |
Family
ID=33769331
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 92223682 Expired - Fee Related CN2136241Y (en) | 1992-06-02 | 1992-06-02 | Automatic concentration dregs overflowing type waste water treating apparatus |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2136241Y (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103130355A (en) * | 2012-04-28 | 2013-06-05 | 苏州嘉净环保科技股份有限公司 | Integrated emergency drinking water treatment process and device |
CN103130295A (en) * | 2012-04-28 | 2013-06-05 | 苏州嘉净环保科技股份有限公司 | Novel air floating device |
CN104326522A (en) * | 2014-11-05 | 2015-02-04 | 西安建筑科技大学 | Multistage efficient ozone air floatation integrated device |
CN105833575A (en) * | 2016-04-29 | 2016-08-10 | 浙江联池水务设备有限公司 | Water collection pipe for preventing alumen ustum from floating upwards |
CN105883954A (en) * | 2016-04-28 | 2016-08-24 | 浙江永立环保工程有限公司 | Dissolved air flotation contact chamber |
CN105923679A (en) * | 2016-04-28 | 2016-09-07 | 浙江永立环保工程有限公司 | Vertical-flow air floatation system |
-
1992
- 1992-06-02 CN CN 92223682 patent/CN2136241Y/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103130355A (en) * | 2012-04-28 | 2013-06-05 | 苏州嘉净环保科技股份有限公司 | Integrated emergency drinking water treatment process and device |
CN103130295A (en) * | 2012-04-28 | 2013-06-05 | 苏州嘉净环保科技股份有限公司 | Novel air floating device |
CN103130355B (en) * | 2012-04-28 | 2015-01-14 | 苏州嘉净环保科技股份有限公司 | Integrated emergency drinking water treatment device |
CN104326522A (en) * | 2014-11-05 | 2015-02-04 | 西安建筑科技大学 | Multistage efficient ozone air floatation integrated device |
CN105883954A (en) * | 2016-04-28 | 2016-08-24 | 浙江永立环保工程有限公司 | Dissolved air flotation contact chamber |
CN105923679A (en) * | 2016-04-28 | 2016-09-07 | 浙江永立环保工程有限公司 | Vertical-flow air floatation system |
CN105833575A (en) * | 2016-04-29 | 2016-08-10 | 浙江联池水务设备有限公司 | Water collection pipe for preventing alumen ustum from floating upwards |
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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 |