CN204958649U - No pump formula degree of depth sewage treatment integration equipment - Google Patents
No pump formula degree of depth sewage treatment integration equipment Download PDFInfo
- Publication number
- CN204958649U CN204958649U CN201520495199.XU CN201520495199U CN204958649U CN 204958649 U CN204958649 U CN 204958649U CN 201520495199 U CN201520495199 U CN 201520495199U CN 204958649 U CN204958649 U CN 204958649U
- Authority
- CN
- China
- Prior art keywords
- pond
- sand
- communicated
- sewage
- sewage treatment
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Biological Treatment Of Waste Water (AREA)
- Physical Water Treatments (AREA)
Abstract
It is big for solving current sewage treatment device area, the serious scheduling problem of energy resource consumption, the utility model provides a no pump formula degree of depth sewage treatment integration equipment, belong to sewage treatment device technical field, including the equalizing basin, the oxygen deficiency pond, good oxygen pond, two heavy ponds, the sand filter, the clean water basin, be provided with the sand filter in the two heavy ponds, the equalizing basin passes through equalizing basin air stripping pipe intercommunication with the oxygen deficiency pond, the water hole intercommunication is crossed with good oxygen pond through the oxygen deficiency pond of the two adjacent baffle bottom in the oxygen deficiency pond, good oxygen pond and two sink two on through the two adjacent baffle in the ponds and sink ponds and cross the water hole intercommunication, two heavy ponds communicate through the sand filtration guiding gutter with the sand filter, the sand filter passes through the clean water pipe intercommunication with the clean water basin, be provided with clean water basin air stripping pipe in the clean water basin. The utility model discloses as an organic whole with the research and development design of a plurality of sewage treatment ponds, area is little, has practiced thrift land resource, the utility model discloses an air stripping mode replaces the pump to provide power cycle, greatly reduced the energy resource consumption, multistage oxidation treatment has increaseed the treatment effect of sewage.
Description
Technical field
The utility model belongs to technical field of sewage treatment equipment, is specifically related to a kind of non-pump type degree of depth integrated equipment for sewage treatment be integrated into one by the treatment tank of multiple difference in functionality.
Background technology
Sewage disposal is the integral part of environment protection and environmental pollution improvement, and in prior art, sewage disposal is carried out step by step, and treatment facility is various huge.According to the difference in functionality of each sewage disposal device, generally comprise the sewage disposal devices such as equalizing tank, anoxic pond, Aerobic Pond, second pond, sand-bed filter, clean water basin, wherein equalizing tank, anoxic pond, Aerobic Pond are provided with aerating pipelines and carry out Air Exposure in pond, be provided with washed-out sand stripping tube in sand-bed filter and wash cycles is carried out to filtration quartz sand, be provided with precipitation inclined plate in second pond and mud is precipitated.Each treatment facility above-mentioned is arranged continuously, and the sewage after the process of previous stage sewage disposal device is all that the mode carried by pump mentions next stage treatment facility.Above-mentioned sewage disposal device of the prior art arranges dispersion, and each equipment is independent, causes Sewage treatment systems floor space large, especially in the cities and towns that land resources is relatively nervous, is difficult to especially apply, is unfavorable for the treatment in situ of sewage; Need water pump water lift to circulate between each sewage disposal device, need mass energy consumption, running cost is high, is unfavorable for saving energy and reduce the cost; Each sewage disposal device arranges dispersion, needs multiple stage blower fan air feed, and cause supply air line complicated, energy consumption is large; In addition, existing sewage disposal device needs staff on duty to keep in repair, and maintenance cost is high.Above many reasons causes the difficulty of sewage disposal to strengthen, and is unfavorable for environment protection.
Utility model content
The technical problems to be solved in the utility model is: overcome the deficiencies in the prior art, a kind for the treatment of tank by multiple difference in functionality is provided to be integrated into one, and utilize air lift to replace water pump to realize power cycle, single Aerobic Pond is changed to the non-pump type degree of depth integrated equipment for sewage treatment that oxide treatment is carried out in multi-stage aerobic pond.
The utility model solves the technical scheme that its technical problem adopts: non-pump type degree of depth integrated equipment for sewage treatment, comprise equalizing tank, anoxic pond, Aerobic Pond, second pond, sand-bed filter, clean water basin, it is characterized in that: described equalizing tank is communicated with by equalizing tank stripping tube with anoxic pond, anoxic pond is crossed water hole with Aerobic Pond by the anoxic pond in the two adjacent separator and is communicated with, and Aerobic Pond is crossed water hole with second pond by the second pond in the two adjacent separator and is communicated with;
Second pond is communicated with by sand filtration diversion trench with sand-bed filter, and sand-bed filter and clean water basin, by clear cross current, are provided with clean water basin stripping tube in clean water basin.
Preferably, also comprise one point of gas bag, described point of gas bag is communicated with equalizing tank stripping tube, equalizing tank aeration tube, anoxic pond aeration tube, Aerobic Pond aeration tube, sand-bed filter washed-out sand stripping tube, clean water basin stripping tube respectively.
Preferably, described sand-bed filter is arranged in second pond, and described sand-bed filter comprises sand-bed filter urceolus and sand-washing device; Described sand filtration diversion trench is arranged on described sand-bed filter wall of the outer-rotor.
Preferably, described Aerobic Pond is set to more than 1, crosses water hole be communicated with between adjacent two Aerobic Ponds by the Aerobic Pond in adjacent separator.
Preferably, be provided with sludge reflux stripping tube bottom described second pond, sludge reflux stripping tube comprises sludge reflux air lift tracheae and mud return line, and sludge reflux air lift tracheae is communicated with a point gas bag, and mud return line is communicated with equalizing tank or anoxic pond.
Preferably, in described sand-washing device, be provided with backflow addle surge drum; Be provided with sewage backflow stripping tube in described backflow addle surge drum, described sewage backflow stripping tube comprises sewage backflow air lift tracheae and sewage backflow pipe; Sewage backflow air lift tracheae is communicated with a point gas bag, and sewage backflow pipe is communicated with equalizing tank or anoxic pond.
Preferably, described Aerobic Pond is set to 3, successively sequential communication.
Compared with prior art, the beneficial effects of the utility model are: multiple treatment tank R & D design is integrated by the utility model non-pump type advanced treatment of wastewater integration apparatus, original sand-bed filter external is separately built in second pond, and all cabling pipelines have been laid entirely in integrated tank body, be a kind of brand-new " integration " design concept and technology of overturning decentralized design in the past completely.The utility model integrated design floor space is little, and outward appearance is simple, beautiful, has saved land resources, and place of concentrating in urbanization preferably is applied.The utility model adopts stripping regime to replace pump to provide power cycle, a whole set of Sewage treatment systems only needs an external Fans air feed, directly to eliminate in prior art pump between each treatment tank and carry required 4-6 platform water pump, greatly reduce energy consumption, achieve automatization unmanned while energy-conserving and environment-protective, decrease the maintenance point of equipment, construction costs and working cost.For reaching better oxidizing reaction, the utility model changes the single Aerobic Pond of prior art the form of multi-stage aerobic pond oxide treatment into, and according to the difference of the process water yield, Aerobic Pond chamber number is also different.Sludge reflux stripping tube and sewage backflow stripping tube is set up respectively in second pond and sand-bed filter, make the mud and sewage through processing for the first time again be back to front equipment end and carry out secondary treatment, the secondary treatment of mud and sewage increases the treatment effect of sewage, improves sewage disposal grade.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is the utility model second pond, sand-bed filter part-structure schematic diagram.
Be labeled as in figure: 1. equalizing tank; 2. anoxic pond; 3. Aerobic Pond; 4. second pond; 5. sand-bed filter; 6. clean water basin; 7. equalizing tank stripping tube; 8. anoxic pond crosses water hole; 9. second pond crosses water hole; 10. sand filtration diversion trench; 11. clear water pipes; 12. clean water basin stripping tubes; 13. equalizing tank aeration tubes; 14. anoxic pond aeration tubes; 15. Aerobic Pond aeration tubes; 16. sand-bed filter washed-out sand stripping tubes; 17. sand-bed filter urceolus; 18. sand-washing devices; 19. Aerobic Ponds cross water hole; 20. sludge reflux stripping tubes; 21. sludge reflux air lift tracheaes; 22. mud return lines; 23. backflow addle surge drums; 24. sewage backflow stripping tubes; 25. sewage backflow air lift tracheaes; 26. sewage backflow pipes.
Embodiment
Below in conjunction with accompanying drawing embodiment, the utility model is described further:
As shown in Figure 1, non-pump type degree of depth integrated equipment for sewage treatment, comprise equalizing tank 1, anoxic pond 2, Aerobic Pond 3, second pond 4, sand-bed filter 5, clean water basin 6, equalizing tank 1 is communicated with by equalizing tank stripping tube 7 with anoxic pond 2, Aerobic Pond 3 is three and is linked in sequence successively, anoxic pond 2 is crossed water hole 8 with adjacent Aerobic Pond 3 by the anoxic pond bottom adjacent separator therebetween and is communicated with, cross water hole 19 by the Aerobic Pond bottom adjacent separator between adjacent two Aerobic Ponds 3 to be communicated with, 3rd Aerobic Pond 3 is crossed water hole 9 with second pond 4 by the second pond in the two adjacent separator and is communicated with, sand-bed filter 5 is arranged in second pond 4, sand-bed filter 5 comprises sand-bed filter urceolus 17 and sand-washing device 18, second pond 4 is communicated with by the sand filtration diversion trench 10 be located on sand-bed filter urceolus 17 wall with sand-bed filter 5, sand-bed filter 5 is communicated with by a clear water pipe 11 therebetween with clean water basin 6, clean water basin stripping tube 12 is provided with in clean water basin 6.Also comprise one external point of gas bag, external point of gas bag is by peripheral hardware blower fan air feed, and a point gas bag is communicated with equalizing tank stripping tube 7, equalizing tank aeration tube 13, anoxic pond aeration tube 14, Aerobic Pond aeration tube 15, sand-bed filter washed-out sand stripping tube 16, clean water basin stripping tube 17 respectively.Be provided with sludge reflux stripping tube 20 bottom second pond 4, sludge reflux stripping tube 20 comprises sludge reflux air lift tracheae 21 and mud return line 22, and sludge reflux air lift tracheae 21 is communicated with a point gas bag, and mud return line 22 is communicated with equalizing tank 1.Backflow addle surge drum 23 is provided with in sand-washing device 18, sewage backflow stripping tube 24 is provided with in backflow addle surge drum 23, sewage backflow stripping tube 24 comprises sewage backflow air lift tracheae 25 and sewage backflow pipe 26, sewage backflow air lift tracheae 25 is communicated with a point gas bag, and sewage backflow pipe 26 is communicated with equalizing tank 1.
Utility model works principle and working process as follows: 1, collected the sewage come by pipe network and enter in equalizing tank 1 after preliminary filtration, the tracheae air feed that outer fan is communicated with in each treatment tank by point gas bag, equalizing tank aeration tube 13 carries out aeration by the aerating pipelines bottom equalizing tank 1, make the sewage of different time different sources carry out forced adjustment by aeration in a small amount, the sewage flowing into anoxic pond 2 from equalizing tank 1 is mixed.Then by equalizing tank stripping tube 7, sewage is carried in anoxic pond 2 chamber by the mode of air lift.
2, after sewage enters anoxic pond 2, anoxic pond aeration tube 14 carries out aeration by the aerating pipelines bottom anoxic pond 2, cultivates anerobe when limited aeration and hanging filler, by the denitrification of anerobe, eliminates the total nitrogen in sewage.Sewage after anoxic pond 2 processes is crossed water hole 8 through the anoxic pond be adjacent bottom the dividing plate between Aerobic Pond 3 and is slowly pressed in adjacent Aerobic Pond 3.
3, after sewage enters Aerobic Pond 3, Aerobic Pond aeration tube 15 carries out aeration by the aerating pipelines bottom Aerobic Pond 3, cultivates aerobic bacteria when aeration and hanging filler, further the organic substance decomposing in sewage is become inorganics, removes pollutent.Cross water hole 19 by the Aerobic Pond bottom adjacent separator between adjacent two Aerobic Ponds 3 to be communicated with, the sewage after three grades of Aerobic Ponds 3 process enters in second pond 4 through crossing water hole 9 with the second pond on the space bar of adjacent second pond 4.
4, after sewage enters second pond 4, in second pond 4, carry out mud separation, make the upper strata mixed solution separated clarify, concentrate.Bottom second pond 4, the mud of collection is back to front end equalizing tank 1 by stripping regime through mud return line 22 and carries out secondary treatment by swash plate.Top clear liquor overflows in sand-bed filter 5 through sand filtration diversion trench 10.Sewage is after sand-bed filter 5 filters, and washed-out sand sewage is collected into backflow addle surge drum 23, is then back to front end equalizing tank 1 by stripping regime through sewage backflow pipe 26 and carries out secondary treatment.The clear water pipe 11 of clear water through being communicated with clean water basin 6 after sand-bed filter 5 processes enters in clean water basin 6, is lifted out finally by clean water basin stripping tube 12 ultraviolet radiation for sterilizing and disinfecting that integration apparatus carries out next step.Whole sewage treatment process terminates.
The above, it is only preferred embodiment of the present utility model, be not restriction the utility model being made to other form, any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the Equivalent embodiments of equivalent variations.But everyly do not depart from technical solutions of the utility model content, any simple modification, equivalent variations and the remodeling done above embodiment according to technical spirit of the present utility model, still belong to the protection domain of technical solutions of the utility model.
Claims (7)
1. non-pump type degree of depth integrated equipment for sewage treatment, comprise equalizing tank (1), anoxic pond (2), Aerobic Pond (3), second pond (4), sand-bed filter (5), clean water basin (6), it is characterized in that: described equalizing tank (1) is communicated with by equalizing tank stripping tube (7) with anoxic pond (2), anoxic pond (2) is crossed water hole (8) with Aerobic Pond (3) by the anoxic pond in the two adjacent separator and is communicated with, and Aerobic Pond (3) is crossed water hole (9) with second pond (4) by the second pond in the two adjacent separator and is communicated with;
Second pond (4) is communicated with by sand filtration diversion trench (10) with sand-bed filter (5), and sand-bed filter (5) is communicated with by clear water pipe (11) with clean water basin (6), is provided with clean water basin stripping tube (12) in clean water basin (6).
2. non-pump type degree of depth integrated equipment for sewage treatment according to claim 1, it is characterized in that: also comprise one external point of gas bag, described point of gas bag is communicated with equalizing tank stripping tube (7), equalizing tank aeration tube (13), anoxic pond aeration tube (14), Aerobic Pond aeration tube (15), sand-bed filter washed-out sand stripping tube (16), clean water basin stripping tube (12) respectively.
3. non-pump type degree of depth integrated equipment for sewage treatment according to claim 2, is characterized in that: described sand-bed filter (5) is arranged in second pond (4), and described sand-bed filter (5) comprises sand-bed filter urceolus (17) and sand-washing device (18); Described sand filtration diversion trench (10) is arranged on described sand-bed filter urceolus (17) wall.
4. non-pump type degree of depth integrated equipment for sewage treatment according to claim 3, is characterized in that: described Aerobic Pond (3) is set to more than 1, crosses water hole (19) be communicated with between adjacent two Aerobic Ponds (3) by the Aerobic Pond in adjacent separator.
5. according to the arbitrary described non-pump type degree of depth integrated equipment for sewage treatment of Claims 1-4, it is characterized in that: described second pond (4) bottom is provided with sludge reflux stripping tube (20), sludge reflux stripping tube (20) comprises sludge reflux air lift tracheae (21) and mud return line (22), sludge reflux air lift tracheae (21) is communicated with a point gas bag, and mud return line (22) is communicated with equalizing tank (1) or anoxic pond (2).
6. the non-pump type degree of depth integrated equipment for sewage treatment according to claim 3 or 4, is characterized in that: be provided with backflow addle surge drum (23) in described sand-washing device (18); Be provided with sewage backflow stripping tube (24) in described backflow addle surge drum (23), described sewage backflow stripping tube (24) comprises sewage backflow air lift tracheae (25) and sewage backflow pipe (26); Sewage backflow air lift tracheae (25) is communicated with a point gas bag, and sewage backflow pipe (26) is communicated with equalizing tank (1) or anoxic pond (2).
7. non-pump type degree of depth integrated equipment for sewage treatment according to claim 6, is characterized in that: described Aerobic Pond (3) is set to 3, sequential communication successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520495199.XU CN204958649U (en) | 2015-07-10 | 2015-07-10 | No pump formula degree of depth sewage treatment integration equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520495199.XU CN204958649U (en) | 2015-07-10 | 2015-07-10 | No pump formula degree of depth sewage treatment integration equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204958649U true CN204958649U (en) | 2016-01-13 |
Family
ID=55053729
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520495199.XU Withdrawn - After Issue CN204958649U (en) | 2015-07-10 | 2015-07-10 | No pump formula degree of depth sewage treatment integration equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204958649U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104961303A (en) * | 2015-07-10 | 2015-10-07 | 青岛小川环保设备有限公司 | Pump-free integrated wastewater deep treatment equipment |
| CN112408702A (en) * | 2020-11-03 | 2021-02-26 | 江苏通用环保集团有限公司 | Domestic sewage treatment method |
-
2015
- 2015-07-10 CN CN201520495199.XU patent/CN204958649U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104961303A (en) * | 2015-07-10 | 2015-10-07 | 青岛小川环保设备有限公司 | Pump-free integrated wastewater deep treatment equipment |
| CN104961303B (en) * | 2015-07-10 | 2016-10-26 | 青岛小川环保设备有限公司 | Non-pump type degree of depth integrated equipment for sewage treatment |
| CN112408702A (en) * | 2020-11-03 | 2021-02-26 | 江苏通用环保集团有限公司 | Domestic sewage treatment method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103395950B (en) | V-shape air-stripping technology for removing nitrogen and phosphorus of large and medium-sized sewage processing | |
| CN204824550U (en) | A device for rural domestic sewage treatment | |
| CN203845916U (en) | Integrated wastewater treatment system with gas stripping function | |
| CN104961303B (en) | Non-pump type degree of depth integrated equipment for sewage treatment | |
| CN204958649U (en) | No pump formula degree of depth sewage treatment integration equipment | |
| CN105084646A (en) | Treatment system for decentralized domestic sewage | |
| CN203820526U (en) | Aerobic pool for sewage treatment and sewage treatment device | |
| CN203668118U (en) | Integrated reclaimed water treatment equipment adopting compound circulating biochemical membrane | |
| CN204939074U (en) | Multiple integration water treatment device | |
| CN104445838A (en) | Sewage treatment system for small towns | |
| CN205420078U (en) | Printing and dyeing wastewater advanced treatment unit is concentrated to industry park | |
| CN204508919U (en) | Driven by Solar Energy and MBR film water treatment system | |
| CN203976579U (en) | A kind of sun power microkinetic sewage disposal device | |
| CN203613066U (en) | Technical device for preventing tubular membrane of external membrane bio-reactor (MBR) from being blocked | |
| CN203794739U (en) | Segmented sewage biological treatment device | |
| CN103755027B (en) | Composite circular biochemical film reclaimed water integral treatment equipment and process | |
| CN205473249U (en) | Distributed domestic sewage treatment system | |
| CN205170624U (en) | Environmental protection sewage treatment system | |
| CN205133245U (en) | Intelligence activated sludge treatment system | |
| CN104891745B (en) | Upgrading and reconstruction method based on constructed rapid infiltration sewage treatment facility | |
| CN204198548U (en) | Gas stripping type integrated sewage treating apparatus | |
| CN204661490U (en) | A kind of integral system of Driven by Solar Energy microorganism electrolysis cell intensive treatment domestic sewage in rural areas | |
| CN202988773U (en) | Phosphorous-removal reflux tank structure for excess sludge refluxing and utilizing system | |
| CN205088060U (en) | High concentration printing and dyeing wastewater's combination treatment facility | |
| CN206219378U (en) | A kind of integrated sewage treating apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160113 Effective date of abandoning: 20161012 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |