CN204702635U - A kind of sewage and waste water treatment device - Google Patents
A kind of sewage and waste water treatment device Download PDFInfo
- Publication number
- CN204702635U CN204702635U CN201520417697.2U CN201520417697U CN204702635U CN 204702635 U CN204702635 U CN 204702635U CN 201520417697 U CN201520417697 U CN 201520417697U CN 204702635 U CN204702635 U CN 204702635U
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- CN
- China
- Prior art keywords
- sewage
- tube
- pool
- sterilization pool
- abr reactor
- 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
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 40
- 238000004065 wastewater treatment Methods 0.000 title claims abstract description 10
- 238000005273 aeration Methods 0.000 claims abstract description 25
- 239000010802 sludge Substances 0.000 claims abstract description 25
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 20
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 19
- 230000001954 sterilising effect Effects 0.000 claims abstract description 18
- 239000000919 ceramic Substances 0.000 claims abstract description 11
- 239000012528 membrane Substances 0.000 claims abstract description 11
- 230000009189 diving Effects 0.000 claims abstract description 10
- 238000010992 reflux Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 15
- 238000000034 method Methods 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000004062 sedimentation Methods 0.000 abstract description 4
- 238000001914 filtration Methods 0.000 abstract description 3
- 238000011065 in-situ storage Methods 0.000 abstract description 3
- 239000004576 sand Substances 0.000 abstract description 3
- 239000007787 solid Substances 0.000 abstract description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 241000894006 Bacteria Species 0.000 description 4
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 4
- 229920000388 Polyphosphate Polymers 0.000 description 4
- 229920000037 Polyproline Polymers 0.000 description 4
- 238000006396 nitration reaction Methods 0.000 description 4
- 229910052698 phosphorus Inorganic materials 0.000 description 4
- 239000011574 phosphorus Substances 0.000 description 4
- 239000001205 polyphosphate Substances 0.000 description 4
- 235000011176 polyphosphates Nutrition 0.000 description 4
- 238000000926 separation method Methods 0.000 description 4
- 201000010099 disease Diseases 0.000 description 3
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 230000000249 desinfective effect Effects 0.000 description 2
- 239000011152 fibreglass Substances 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 230000002906 microbiologic effect Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002481 rotproofing Substances 0.000 description 1
- 230000003245 working effect Effects 0.000 description 1
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
A kind of sewage and waste water treatment device, it relates to technical field of sewage, it comprises grid and sewage regulates well, anaerobic ABR reactor, anoxic pond, tubular type aeration contact-oxidation pool, tube settler, sterilization pool, sludge treatment equipment, excess sludge pipe, diving mixer, ceramic membrane filter device, the pool wall of described anaerobic ABR reactor is equipped with diving mixer, sterilization pool is connected with ceramic membrane filter device, and sterilization pool ingress is provided with backwash tube.The utility model anaerobism section not aeration, mud can not sedimentation, and the water after process can reuse, save in-situ processing Production Time, decrease workman's labor capacity, improve working efficiency, vertical tube type sand filtering device is fixed, and fast, water outlet indicator of suspended solids is at below 10mg/L in construction.
Description
Technical field
The utility model relates to technical field of sewage, is specifically related to a kind of sewage and waste water treatment device.
Background technology
At present, known for disperseing stain disease process integration apparatus, substantially continue to use anoxic, aerobic process; The material used has traditional skeleton construction, or steel plate makes, or manual pasting glass reinforced plastic tank body.Although anoxic, aerobic process can denitrogenations, can not dephosphorization, do not meet country's " urban wastewater treatment firm pollutant emission standard " requirement.The necessary site operation of traditional skeleton construction, needs the operations such as formwork, assembling reinforcement, concrete spouting, maintenance, form removal.Due to the difference of operating technique level, long construction period, affects traffic above-ground and resident family uses; A large amount of working hours is wasted in field fabrication, and efficiency is not high.Often rotproofing is bad for the integration apparatus that steel plate makes, and work-ing life shortens greatly.Manual pasting fibre glass product manufacture then because it is backward in technique, bears ground load limited, causes tank body to collapse countless, the sewage disposal device of prior art due to anaerobism section can aeration, mud can sedimentation, the water after process can not qualified discharge, can not reuse.
Utility model content
The purpose of this utility model is defect for prior art and deficiency, provides a kind of structure simple, sewage and waste water treatment device reasonable in design, easy to use.
For achieving the above object, the technical solution adopted in the utility model is: it comprises grid and sewage regulates well, anaerobic ABR reactor, anoxic pond, tubular type aeration contact-oxidation pool, tube settler, sterilization pool, sludge treatment equipment, excess sludge pipe, diving mixer, ceramic membrane filter device, described grid and sewage regulate well to be connected with anaerobic ABR reactor by sewage treating tube, anaerobic ABR reactor is connected with anoxic pond by sewage treating tube, tubular type aeration contact-oxidation pool is connected with anoxic pond, tubular type aeration contact-oxidation pool is connected with tube settler by sewage treating tube, tube settler is connected with sterilization pool, tube settler is connected with sludge treatment equipment by excess sludge pipe, tube settler regulates well to be connected by reflux sludge tube with grid and sewage, the pool wall of described anaerobic ABR reactor is equipped with diving mixer, sterilization pool is connected with ceramic membrane filter device, sterilization pool ingress is provided with backwash tube.
Grid and sewage regulate well that lifting water pump is housed, and by grid interception floating matter and thick suspended substance, stain disease is promoted to anaerobic ABR reactor by lift pump, and produce acidication reaction, polyP bacteria puts phosphorus simultaneously; Submersible agitating function makes anaerobism section not aeration, can not make sludge settling again, enters anoxic pond from anaerobic ABR reactor following current sewage and tubular type aeration contact-oxidation pool backflow mixed liquor, and produce anti-nitration reaction, nitrogen is overflowed at this; Following current sewage and tube settler returned sluge enter tubular type aeration contact-oxidation pool in the lump, aerobic microbiological absorption degradation organism, and polyP bacteria inhales phosphorus, produce nitration reaction; Following current sewage enters tube settler, realizes mud-water separation; The water of above-mentioned separation enters sterilization pool and carries out disinfection after backwash tube back flushing, qualified discharge or the reuse after ceramic membrane filter device filters of the tail water after disinfecting; The excess sludge that tube settler produces is pumped to sludge treatment equipment, outward transport after disposing; Returned sluge is pumped into the water-in of tubular type aeration contact-oxidation pool, and the water-in of anoxic pond delivered to by the mixture pump in tubular type aeration contact-oxidation pool.
After adopting said structure, the beneficial effect that the utility model produces is: a kind of sewage and waste water treatment device described in the utility model, anaerobism section not aeration, mud can not sedimentation, and the water after process can reuse, save in-situ processing Production Time, decrease workman's labor capacity, improve working efficiency, vertical tube type sand filtering device is fixed, fast, water outlet indicator of suspended solids is at below 10mg/L in construction.
Accompanying drawing explanation
Fig. 1 is the utility model structure iron.
Description of reference numerals:
1, grid and sewage regulate well; 2, anaerobic ABR reactor; 3, anoxic pond; 4, tubular type aeration contact-oxidation pool; 5, tube settler; 6, sterilization pool; 7, sludge treatment equipment; 8, excess sludge pipe; 9, diving mixer; 10, ceramic membrane filter device; 11, backwash tube.
Embodiment
Below in conjunction with accompanying drawing, the utility model is further described.
Referring to as shown in Figure 1, this embodiment adopts following technical scheme: it comprises grid and sewage regulates well 1, anaerobic ABR reactor 2, anoxic pond 3, tubular type aeration contact-oxidation pool 4, tube settler 5, sterilization pool 6, sludge treatment equipment 7, excess sludge pipe 8, diving mixer 9, ceramic membrane filter device 10, described grid and sewage regulate well 1 to be connected with anaerobic ABR reactor 2 by sewage treating tube, anaerobic ABR reactor 2 is connected with anoxic pond 3 by sewage treating tube, tubular type aeration contact-oxidation pool 4 is connected with anoxic pond 3, tubular type aeration contact-oxidation pool 4 is connected with tube settler 5 by sewage treating tube, tube settler 5 is connected with sterilization pool 6, tube settler 5 is connected with sludge treatment equipment 7 by excess sludge pipe 8, tube settler 5 regulates well 1 to be connected by reflux sludge tube with grid and sewage, the pool wall of described anaerobic ABR reactor 2 is equipped with diving mixer 9, sterilization pool 6 is connected with ceramic membrane filter device 10, sterilization pool 6 ingress is provided with backwash tube 11.
Grid and sewage regulate well 1 that lifting water pump is housed, and by grid interception floating matter and thick suspended substance, stain disease is promoted to anaerobic ABR reactor 2 by lift pump, and produce acidication reaction, polyP bacteria puts phosphorus simultaneously; Diving mixer 9 can make anaerobism section not aeration, can not make sludge settling again, enters anoxic pond 3 from anaerobic ABR reactor 2 following current sewage and tubular type aeration contact-oxidation pool 4 backflow mixed liquor, and produce anti-nitration reaction, nitrogen is overflowed at this; Following current sewage and tube settler 5 returned sluge enter tubular type aeration contact-oxidation pool 4 in the lump, aerobic microbiological absorption degradation organism, and polyP bacteria inhales phosphorus, produce nitration reaction; Following current sewage enters tube settler 5, realizes mud-water separation; The water of above-mentioned separation enters sterilization pool 6 and carries out disinfection after backwash tube 11 back flushing, qualified discharge or the reuse after ceramic membrane filter device 10 filters of the tail water after disinfecting; The excess sludge that tube settler 5 produces is pumped to sludge treatment equipment 7, outward transport after disposing; Returned sluge is pumped into the water-in of tubular type aeration contact-oxidation pool 4, and the water-in of anoxic pond 3 delivered to by the mixture pump in tubular type aeration contact-oxidation pool 4.
After adopting said structure, the beneficial effect that this embodiment produces is a kind of sewage and waste water treatment device described in this embodiment, anaerobism section not aeration, mud can not sedimentation, and the water after process can reuse, save in-situ processing Production Time, decrease workman's labor capacity, improve working efficiency, vertical tube type sand filtering device is fixed, fast, water outlet indicator of suspended solids is at below 10mg/L in construction.
Claims (2)
1. a sewage and waste water treatment device, it comprises grid and sewage regulates well (1), anaerobic ABR reactor (2), anoxic pond (3), tubular type aeration contact-oxidation pool (4), tube settler (5), sterilization pool (6), sludge treatment equipment (7), excess sludge pipe (8), described grid and sewage regulate well (1) to be connected with anaerobic ABR reactor (2) by sewage treating tube, anaerobic ABR reactor (2) is connected with anoxic pond (3) by sewage treating tube, tubular type aeration contact-oxidation pool (4) is connected with anoxic pond (3), tubular type aeration contact-oxidation pool (4) is connected with tube settler (5) by sewage treating tube, tube settler (5) is connected with sterilization pool (6), tube settler (5) is connected with sludge treatment equipment (7) by excess sludge pipe (8), tube settler (5) regulates well (1) to be connected by reflux sludge tube and grid and sewage, it is characterized in that it also comprises diving mixer (9), ceramic membrane filter device (10), the pool wall of described anaerobic ABR reactor (2) is equipped with diving mixer (9), sterilization pool (6) is connected with ceramic membrane filter device (10).
2. a kind of sewage and waste water treatment device according to claim 1, is characterized in that: described sterilization pool (6) ingress is provided with backwash tube (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520417697.2U CN204702635U (en) | 2015-06-13 | 2015-06-13 | A kind of sewage and waste water treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520417697.2U CN204702635U (en) | 2015-06-13 | 2015-06-13 | A kind of sewage and waste water treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204702635U true CN204702635U (en) | 2015-10-14 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520417697.2U Expired - Fee Related CN204702635U (en) | 2015-06-13 | 2015-06-13 | A kind of sewage and waste water treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204702635U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106587499A (en) * | 2016-12-09 | 2017-04-26 | 深圳市康源环境纳米科技有限公司 | System and method for treating black-odor water |
-
2015
- 2015-06-13 CN CN201520417697.2U patent/CN204702635U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106587499A (en) * | 2016-12-09 | 2017-04-26 | 深圳市康源环境纳米科技有限公司 | System and method for treating black-odor water |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Weirong Inventor before: Wu Shidong |
|
| COR | Change of bibliographic data | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160907 Address after: 523809 Guangdong Province, Dongguan City Dalingshan Lianping Village side of the road. Patentee after: Dongguan Yuefeng wastewater treatment Co., Ltd. Address before: 362200 Luoshan, Fujian, Jinjiang, Lin Road, No. East Road, No. 76 Patentee before: Wu Shidong |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151014 Termination date: 20170613 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |