CN204039217U - Integral life sewage focuses on equipment - Google Patents
Integral life sewage focuses on equipment Download PDFInfo
- Publication number
- CN204039217U CN204039217U CN201420419747.6U CN201420419747U CN204039217U CN 204039217 U CN204039217 U CN 204039217U CN 201420419747 U CN201420419747 U CN 201420419747U CN 204039217 U CN204039217 U CN 204039217U
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- China
- Prior art keywords
- water
- aerobic
- equipment
- focuses
- anaerobic zone
- Prior art date
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- 239000010865 sewage Substances 0.000 title claims abstract description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 80
- 230000003019 stabilising effect Effects 0.000 claims abstract description 26
- 230000001105 regulatory effect Effects 0.000 claims abstract description 23
- 238000001556 precipitation Methods 0.000 claims abstract description 20
- 238000010992 reflux Methods 0.000 claims abstract description 11
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims abstract description 8
- 229910052760 oxygen Inorganic materials 0.000 claims abstract description 8
- 239000001301 oxygen Substances 0.000 claims abstract description 8
- 239000011259 mixed solution Substances 0.000 claims abstract description 4
- 239000000945 filler Substances 0.000 claims description 16
- 238000003756 stirring Methods 0.000 claims description 14
- 238000012423 maintenance Methods 0.000 claims description 12
- 238000005273 aeration Methods 0.000 claims description 11
- 206010002660 Anoxia Diseases 0.000 claims description 10
- 241000976983 Anoxia Species 0.000 claims description 10
- 206010021143 Hypoxia Diseases 0.000 claims description 10
- 230000007953 anoxia Effects 0.000 claims description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 9
- 238000012856 packing Methods 0.000 claims description 6
- 229910052782 aluminium Inorganic materials 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 5
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 4
- 239000004411 aluminium Substances 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 7
- 238000011282 treatment Methods 0.000 description 4
- 239000012141 concentrate Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 230000002706 hydrostatic effect Effects 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 208000005156 Dehydration Diseases 0.000 description 1
- 238000006424 Flood reaction Methods 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005868 electrolysis reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 238000011269 treatment regimen Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 238000003809 water extraction Methods 0.000 description 1
- 230000003245 working effect Effects 0.000 description 1
Landscapes
- Physical Water Treatments (AREA)
Abstract
The utility model relates to a kind of integral life sewage and focuses on equipment, comprise main housing, main housing inside is provided with regulatory region, anaerobic zone, aerobic zone and precipitation dephosphorization district, dividing plate one is had between regulatory region and anaerobic zone, dividing plate two is provided with between aerobic zone and precipitation dephosphorization district, in regulatory region, be provided with stabilising liq handling machinery, the power that stabilising liq handling machinery is provided by stabilising liq handling machinery air feed pump near dividing plate one, the water in regulatory region is transported to anaerobic zone; In precipitation dephosphorization district, be provided with stripping reflux device near dividing plate two, the power that stripping reflux device is provided by backflow oxygen supply air pump, the mixed solution in precipitation dephosphorization district is transported to anaerobic zone.The utility model can not only be carried by stabilising liq, and can eliminate or alleviate impact load, can with more constant process water yield steady running.
Description
[technical field]
The utility model relates to one way of life sewage disposal device, particularly relates to a kind of integral life sewage and focuses on equipment, belong to technical field of sewage.
[background technology]
Along with the development of current urban-rural integration, the pollution of waterhead problem that the centralized sanitary sewage in villages and small towns causes is day by day serious.At town and country combined belt, the region reached is received in rural area or municipal sewage pipe network difficulty, it is serious that single household adopts decentralized type sewage treatment facility to there is land occupation resource problem, it is high that many families adopt civil engineeringization to realize there is cost of investment, the factors such as long construction period, the sanitary sewage of general generation is directly drained in river course, makes pollution of estuary more and more serious.
Consider the factors such as water yield collection, with village, many families collection and treatment pattern, every Relatively centralized, area that the branch of a river blazons, the pattern that many families focus on should be adopted.Process concentrates the equipment brand of sanitary sewage a lot, and the technique adopted is similar.Relatively typical process comprises collection, precipitate and separate, anaerobism, aerobic, two heavy, sterilizations.Concentrate the feature of sanitary sewage to be that the water yield is unstable, the water yield difference at daytime and night is very large, be equally daytime the water yield also there is impact load.Because prime generally adopts water pump lifting also to there is same impact load to sewage disposal device, this is particularly disadvantageous operational conditions to aerobic process section to water treating equipment performance, affect power consumption and treatment effect, impact load equally also affects two treatment effects sinking and sterilize.
[utility model content]
The purpose of this utility model is: for defect and the deficiency of prior art, a kind of integral life sewage is provided to focus on equipment, can not only carry by stabilising liq, and can eliminate or alleviate impact load, can with more constant process water yield steady running.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of integral life sewage described in the utility model focuses on equipment, comprise main housing, main housing inside is provided with regulatory region, anaerobic zone, aerobic zone and precipitation dephosphorization district, dividing plate one is had between regulatory region and anaerobic zone, dividing plate two is provided with between aerobic zone and precipitation dephosphorization district, in regulatory region, be provided with stabilising liq handling machinery, the power that stabilising liq handling machinery is provided by stabilising liq handling machinery air feed pump near dividing plate one, the water in regulatory region is transported to anaerobic zone; In precipitation dephosphorization district, be provided with stripping reflux device near dividing plate two, the power that stripping reflux device is provided by backflow oxygen supply air pump, the mixed solution in precipitation dephosphorization district is transported to anaerobic zone.
In the utility model: the bottom of described anaerobic zone is provided with anoxia stirring device, anoxia stirring device adopts PVC perforated pipe to make, and the aperture of PVC perforated pipe is Φ 2.5mm, and anoxia stirring device is connected with stirring air feed air pump by pipeline.
In the utility model: the bottom of described aerobic zone is provided with aerobic aeration device, aerobic aeration device adopts PVC perforated pipe to make, and the aperture of PVC perforated pipe is Φ 2.5mm, and aerobic aeration device is connected with backflow oxygen supply air pump by pipeline.
In the utility model: be provided with anaerobism filler in described anaerobic zone, wherein anaerobism filler is protruded packing.
In the utility model: be provided with aerobic filler in described aerobic zone, wherein aerobic filler is protruded packing.
In the utility model: the top in described precipitation dephosphorization district is provided with dephosphorization apparatus, dephosphorization apparatus adopts iron plate and aluminium sheet as its electrode.
In the utility model: the two ends of described main housing are respectively equipped with water outlet and water-in, the upper surface of main housing is provided with 4 identical maintenance well heads of size.
In the utility model: described stabilising liq handling machinery comprises water tank, water shoot, U-tube and inlet pipe, water shoot and U-tube is provided with in water tank, an arm of U-shaped pipe is provided with normal bend, and is communicated with water shoot by normal bend, and the upper end of water shoot is provided with water port; The bottom of water tank is equipped with vacuum breaker maintenance nut, vacuum breaker maintenance nut is built with vacuum breaker, and vacuum breaker is fixed it by vacuum breaker retaining plate; The top of water tank is provided with inlet pipe, adjacently with inlet pipe is provided with access hole.
After adopting said structure, the utility model beneficial effect is:
(1), this equipment can not only stabilising liq conveying, and can eliminate or alleviate impact load, can with more constant process water yield steady running;
(2), adopt stabilising liq handling machinery can meet flooding quantity at 0.25 ~ 1 cube m/h, flooding quantity is even, effectively can improve the efficiency of sanitary sewage disposal; Simultaneously owing to adopting positive displacement, its working efficiency exceedes >=and 90%, because stabilising liq handling machinery does not have moving parts, so there is no wearing and tearing, thus have longer work-ing life, except vacuum breaker needs regular maintenance, other parts are non-maintaining.
[accompanying drawing explanation]
Accompanying drawing described herein is used to provide to further understanding of the present utility model, forms a application's part, but does not form improper restriction of the present utility model, in the accompanying drawings:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of stabilising liq handling machinery in the utility model.
In figure: 1. regulatory region, 2. stabilising liq handling machinery, 3. anaerobic zone, 4. anoxia stirring device, 5. aerobic zone, 6. aerobic aeration device, 7. precipitate dephosphorization district, 8. stripping reflux device, 9. water outlet, 10. dephosphorization apparatus, 11. maintenance well heads, 12. backflow oxygen supply air pumps, 13. aerobic fillers, 14. stir air feed air pump, 15. anaerobism fillers, 16, stabilising liq handling machinery air feed pump, 17. water-ins, 18. dividing plates one, 19. dividing plates two, 20. main housings, 2-1 water tank, 2-2 water shoot, 2-3 water port, 2-4 access hole, 2-5 inlet pipe, 2-6 U-tube, 2-7 vacuum breaker retaining plate, 2-8 vacuum breaker maintenance nut, 2-9 vacuum breaker, 2-10. normal bend.
[embodiment]
The utility model is described in detail, illustrative examples wherein and illustrate and be only used for explaining the utility model below in conjunction with accompanying drawing and specific embodiment, but not as to restriction of the present utility model.
As shown in Figure 1, 2, a kind of integral life sewage focuses on equipment, comprise main housing 20, main housing 20 inside is provided with regulatory region 1, anaerobic zone 3, aerobic zone 5 and precipitation dephosphorization district 7, dividing plate 1 is had between regulatory region 1 and anaerobic zone 3, dividing plate 2 19 is provided with between aerobic zone 5 and precipitation dephosphorization district 7, stabilising liq handling machinery 2 is provided with near dividing plate 1 in regulatory region 1, the power that stabilising liq handling machinery 2 is provided by stabilising liq handling machinery air feed pump 16, is transported to anaerobic zone 3 by the water in regulatory region 1; In precipitation dephosphorization district 7, be provided with stripping reflux device 8 near dividing plate 2 19, the power that stripping reflux device 8 is provided by backflow oxygen supply air pump 12, the mixed solution in precipitation dephosphorization district 7 is transported to anaerobic zone 3.The bottom of described anaerobic zone 3 is provided with anoxia stirring device 4, and anoxia stirring device 4 adopts PVC perforated pipe to make, and the aperture of PVC perforated pipe is Φ 2.5mm, and anoxia stirring device 4 is connected with stirring air feed air pump 14 by pipeline.The bottom of described aerobic zone 5 is provided with aerobic aeration device 6, and aerobic aeration device 6 adopts PVC perforated pipe to make, and the aperture of PVC perforated pipe is Φ 2.5mm, and aerobic aeration device 6 is connected by pipeline and backflow oxygen supply air pump phase 12.Be provided with anaerobism filler 15 in described anaerobic zone 3, wherein anaerobism filler 15 is protruded packing.Be provided with aerobic filler 13 in described aerobic zone 5, wherein aerobic filler 13 is protruded packing.The top in described precipitation dephosphorization district 7 is provided with dephosphorization apparatus 10, and dephosphorization apparatus 10 adopts iron plate and aluminium sheet as its electrode.The two ends of described main housing 20 are respectively equipped with water outlet 9 and water-in 17, and the upper surface of main housing 20 is provided with 4 identical maintenance well heads 11 of size.Described stabilising liq handling machinery 2 comprises water tank 2-1, water shoot 2-2, U-tube 2-6 and inlet pipe 2-5, water shoot 2-2 and U-tube 2-6 is provided with in water tank 2-1, an arm of U-shaped pipe 2-6 is provided with normal bend 2-10, and communicated with water shoot 2-2 by normal bend 2-10, the upper end of water shoot 2-2 is provided with water port 2-3; The bottom of water tank 2-1 is equipped with vacuum breaker maintenance nut 2-8, vacuum breaker maintenance nut 2-8 is built with vacuum breaker 2-9, and vacuum breaker 2-9 is fixed it by vacuum breaker retaining plate 2-7; The top of water tank 2-1 is provided with inlet pipe 2-5, adjacently with inlet pipe 2-5 is provided with access hole 2-4.
During concrete enforcement, concentrate sanitary sewage to enter regulatory region 1 through collecting from water-in 17, sewage collecting is in regulatory region 1.Because the water yield is unstable, the water level of regulatory region 1 is change, come the water yield many time, regulatory region 1 is in high-water, come the water yield few time, regulatory region 1 is in low-water level, and this water level significantly changes making the anaerobism filler 15 of anaerobic zone 3, the aerobic filler 13 of aerobic zone 5 floods a little while, lack of water a little while; Aerobic zone 5 air pump under exsiccosis is running light, the power of white consumption aeration, affect treatment function, therefore between regulatory region 1 and oxygen-starved area 3, dividing plate 1 is provided with, rely on contiguous anaerobic zone 2, what the side stabilising liq handling machinery 2 of dividing plate 1 was basicly stable is transported to anaerobic zone 3 by water extraction liter, makes anaerobic zone 3, aerobic zone 5 remain constant water level, and this is very important for the operating performance improving integrated centralized wastewater treatment equipment.
Stabilising liq handling machinery 2 is immersed in the sewage needing to promote, and introduce from inlet pipe 2-5 and have pressure air, its pressure is P1; The maximum hydrostatic pressure of anaerobic zone 3 depends on the depth of water of anaerobic zone 3, and maximum hydrostatic pressure is P2; Now the pressure P 1 of water tank 2-1 inside is greater than the hydrostaticpressure P2 of anaerobic zone 3, and vacuum breaker 2-9 closes automatically; The water of water tank 2-1 inside is entered water shoot 2-2 by pressure-driven, and the height rising to needs from water port 2-3 is discharged.
Water in stabilising liq handling machinery 2 is constantly discharged, water level in water tank 2-1 constantly declines, when water level is lower than critical line a, pressed gas in water tank 2-1 enters water shoot 2-2 emptying from U-shaped pipe 2-6, pressure now in water tank 2-1 is P3, P3 < P2, vacuum breaker 2-9 opens automatically.Water in anaerobic zone 3 flows rapidly into water tank 2-1, and when the water level in water tank 2-1 is higher than critical line b, the water in water tank 2-1 flows into rapidly U-shaped pipe 2-6, and now the pressure of water tank 2-1 inside rises to P1 rapidly, and vacuum breaker 2-9 closes automatically; The water of water tank 2-1 inside is again entered by pressure-driven the height that water shoot 2-2 rises to needs from water port 2-3 and discharges.
Under the condition that feed flow is stable, the function of anaerobic zone 3, aerobic zone 5 is in optimum regime, and pollutent is effectively decomposed removal at this.Dephosphorization apparatus 10, adopts iron plate and aluminium sheet as electrode, and the iron ion that electrolysis produces and the phosphorus of aluminum ion in sewage are combined and form throw out removal.The sludge reflux that precipitation dephosphorization district 7 is precipitated by gas reflux apparatus 8 timing is to anaerobic zone 3.
The above is only better embodiment of the present utility model, therefore all equivalences done according to structure, feature and the principle described in the utility model patent claim change or modify, and are included in the utility model patent claim.
Claims (8)
1. an integral life sewage focuses on equipment, it is characterized in that: comprise main housing, main housing inside is provided with regulatory region, anaerobic zone, aerobic zone and precipitation dephosphorization district, dividing plate one is had between regulatory region and anaerobic zone, dividing plate two is provided with between aerobic zone and precipitation dephosphorization district, in regulatory region, be provided with stabilising liq handling machinery, the power that stabilising liq handling machinery is provided by stabilising liq handling machinery air feed pump near dividing plate one, the water in regulatory region is transported to anaerobic zone; In precipitation dephosphorization district, be provided with stripping reflux device near dividing plate two, the power that stripping reflux device is provided by backflow oxygen supply air pump, the mixed solution in precipitation dephosphorization district is transported to anaerobic zone.
2. integral life sewage according to claim 1 focuses on equipment, it is characterized in that: the bottom of described anaerobic zone is provided with anoxia stirring device, anoxia stirring device adopts PVC perforated pipe to make, the aperture of PVC perforated pipe is Φ 2.5mm, and anoxia stirring device is connected with stirring air feed air pump by pipeline.
3. integral life sewage according to claim 1 focuses on equipment, it is characterized in that: the bottom of described aerobic zone is provided with aerobic aeration device, aerobic aeration device adopts PVC perforated pipe to make, the aperture of PVC perforated pipe is Φ 2.5mm, and aerobic aeration device is connected with backflow oxygen supply air pump by pipeline.
4. integral life sewage according to claim 1 focuses on equipment, it is characterized in that: be provided with anaerobism filler in described anaerobic zone, and wherein anaerobism filler is protruded packing.
5. integral life sewage according to claim 1 focuses on equipment, it is characterized in that: be provided with aerobic filler in described aerobic zone, and wherein aerobic filler is protruded packing.
6. integral life sewage according to claim 1 focuses on equipment, it is characterized in that: the top in described precipitation dephosphorization district is provided with dephosphorization apparatus, and dephosphorization apparatus adopts iron plate and aluminium sheet as its electrode.
7. integral life sewage according to claim 1 focuses on equipment, it is characterized in that: the two ends of described main housing are respectively equipped with water outlet and water-in, and the upper surface of main housing is provided with 4 identical maintenance well heads of size.
8. integral life sewage according to claim 1 focuses on equipment, it is characterized in that: described stabilising liq handling machinery comprises water tank, water shoot, U-tube and inlet pipe, water shoot and U-tube is provided with in water tank, an arm of U-shaped pipe is provided with normal bend, and communicated with water shoot by normal bend, the upper end of water shoot is provided with water port; The bottom of water tank is equipped with vacuum breaker maintenance nut, vacuum breaker maintenance nut is built with vacuum breaker, and vacuum breaker is fixed it by vacuum breaker retaining plate; The top of water tank is provided with inlet pipe, adjacently with inlet pipe is provided with access hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420419747.6U CN204039217U (en) | 2014-07-29 | 2014-07-29 | Integral life sewage focuses on equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420419747.6U CN204039217U (en) | 2014-07-29 | 2014-07-29 | Integral life sewage focuses on equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204039217U true CN204039217U (en) | 2014-12-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420419747.6U Expired - Fee Related CN204039217U (en) | 2014-07-29 | 2014-07-29 | Integral life sewage focuses on equipment |
Country Status (1)
| Country | Link |
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| CN (1) | CN204039217U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105541029A (en) * | 2016-01-11 | 2016-05-04 | 新疆环境工程技术有限责任公司 | Unpowered backflow integrated reclaimed water reuse device |
| CN105585230A (en) * | 2016-03-14 | 2016-05-18 | 宜兴市绿亚环境工程有限公司 | Sewage treatment device |
| CN106810003A (en) * | 2015-11-27 | 2017-06-09 | 江苏启创环境科技有限公司 | Integrated sewage treating apparatus |
| CN109502894A (en) * | 2018-11-30 | 2019-03-22 | 四川悦承环保节能科技有限公司 | A kind of small-sized integrated sanitary sewage disposal integrated equipment |
-
2014
- 2014-07-29 CN CN201420419747.6U patent/CN204039217U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106810003A (en) * | 2015-11-27 | 2017-06-09 | 江苏启创环境科技有限公司 | Integrated sewage treating apparatus |
| CN105541029A (en) * | 2016-01-11 | 2016-05-04 | 新疆环境工程技术有限责任公司 | Unpowered backflow integrated reclaimed water reuse device |
| CN105541029B (en) * | 2016-01-11 | 2018-04-13 | 新疆环境工程技术有限责任公司 | A kind of unpowered return integrated Treated sewage reusing device |
| CN105585230A (en) * | 2016-03-14 | 2016-05-18 | 宜兴市绿亚环境工程有限公司 | Sewage treatment device |
| CN109502894A (en) * | 2018-11-30 | 2019-03-22 | 四川悦承环保节能科技有限公司 | A kind of small-sized integrated sanitary sewage disposal integrated equipment |
| CN109502894B (en) * | 2018-11-30 | 2024-03-12 | 四川悦承环保节能科技有限公司 | Small-size integrated domestic sewage treatment integrated equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHUYANG SHOUCHUANG JIAJING ENVIRONMENTAL PROTECTIO Free format text: FORMER NAME: SHUYANG JIAJING ENVIRONMENTAL PROTECTION TECHNOLOGY CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 223600 Suqian Road, Shuyang Economic Development Zone, Jiangsu, Cixi Patentee after: SHUYANG CAPITAL GREINWORTH ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Address before: 223600 No. 51, Cixi Road, Shuyang Economic Development Zone, Suqian, Jiangsu Patentee before: SHUYANG JIAJING ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141224 |