CN204702630U - A kind of for disperseing the suite of equipment of stain disease advanced treatment - Google Patents
A kind of for disperseing the suite of equipment of stain disease advanced treatment Download PDFInfo
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- CN204702630U CN204702630U CN201520359630.8U CN201520359630U CN204702630U CN 204702630 U CN204702630 U CN 204702630U CN 201520359630 U CN201520359630 U CN 201520359630U CN 204702630 U CN204702630 U CN 204702630U
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- sand filtering
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Abstract
A kind of for disperseing the suite of equipment of stain disease advanced treatment, 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, gravity flow sand filtering device, sterilization pool, sterilizing unit, sludge treatment equipment, blower fan, excess sludge pipe, 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 gravity flow sand filtering device, gravity flow sand filtering device is connected with sterilization pool.The utility model can meet the construction requirement of sewage water advanced treatment apparatus, saves in-situ processing Production Time, decreases workman's labor capacity, improves working efficiency, and vertical tube type sand filtering device is fixed, and construction fast.
Description
Technical field
The utility model relates to technical field of sewage, is specifically related to a kind of for disperseing the suite of equipment of stain disease advanced treatment.
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.
Utility model content
The purpose of this utility model is defect for prior art and deficiency, provides the suite of equipment for disperseing stain disease advanced treatment that a kind of structure is simple, 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, gravity flow sand filtering device, sterilization pool, sterilizing unit, sludge treatment equipment, blower fan, excess sludge pipe, 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 gravity flow sand filtering device, gravity flow sand filtering device is connected with sterilization pool, sterilization pool is connected with sterilizing unit by sterilizing tube, 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, blower fan is connected with tubular type aeration contact-oxidation pool by blast tube, backwashing wastewater pipe is provided with between described tube settler and gravity flow sand filtering device.
During the utility model operation, 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; Enter anoxic pond from anaerobic ABR reactor following current sewage and tubular type aeration contact-oxidation pool backflow mixed liquor, 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 gravity flow sand filtering device, and backwashing wastewater pipe can back flushing, suspended substance removal; Carried out disinfection by sterilization pool again, adopt electrolysis chlorine dioxide generator not use hydrochloric acid, improve security, the tail water qualified discharge 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: described in the utility model a kind of for disperseing the suite of equipment of stain disease advanced treatment, the construction requirement of sewage water advanced treatment apparatus can be met, 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, oxidation pond; 5, tube settler; 6, flow automatically sand filtering device; 7, sterilization pool; 8, sterilizing unit; 9, sludge treatment equipment; 10, blower fan; 11, excess sludge pipe; 12, backwashing wastewater pipe.
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, gravity flow sand filtering device 6, sterilization pool 7, sterilizing unit 8, sludge treatment equipment 9, blower fan 10, excess sludge pipe 11, 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 gravity flow sand filtering device 6, gravity flow sand filtering device 6 is connected with sterilization pool 7, sterilization pool 7 is connected with sterilizing unit 8 by sterilizing tube, tube settler 5 is connected with sludge treatment equipment 9 by excess sludge pipe 11, tube settler 5 regulates well 1 to be connected by reflux sludge tube with grid and sewage, blower fan 10 is connected with tubular type aeration contact-oxidation pool 4 by blast tube, backwashing wastewater pipe 12 is provided with between described tube settler 5 and gravity flow sand filtering device 6.
During the operation of this embodiment, 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; Enter anoxic pond 3 from anaerobic ABR reactor 2 following current sewage and tubular type aeration contact-oxidation pool 4 backflow mixed liquor, 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 gravity flow sand filtering device 6, and backwashing wastewater pipe 12 can back flushing, suspended substance removal; Carried out disinfection by sterilization pool 7 again, adopt electrolysis chlorine dioxide generator not use hydrochloric acid, improve security, the tail water qualified discharge after disinfecting; The excess sludge that tube settler 5 produces is pumped to sludge treatment equipment 9, 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, beneficial effect that this embodiment produces is a kind of for disperseing the suite of equipment of stain disease advanced treatment described in this embodiment, the construction requirement of sewage water advanced treatment apparatus can be met, 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. one kind for disperseing the suite of equipment of stain disease advanced treatment, it is characterized in that: 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), gravity flow sand filtering device (6), sterilization pool (7), sterilizing unit (8), sludge treatment equipment (9), blower fan (10), excess sludge pipe (11), 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 gravity flow sand filtering device (6), gravity flow sand filtering device (6) is connected with sterilization pool (7), sterilization pool (7) is connected with sterilizing unit (8) by sterilizing tube, tube settler (5) is connected with sludge treatment equipment (9) by excess sludge pipe (11), tube settler (5) regulates well (1) to be connected by reflux sludge tube and grid and sewage, blower fan (10) is connected with tubular type aeration contact-oxidation pool (4) by blast tube.
2. according to claim 1 a kind of for disperseing the suite of equipment of stain disease advanced treatment, it is characterized in that: between described tube settler (5) and gravity flow sand filtering device (6), be provided with backwashing wastewater pipe (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520359630.8U CN204702630U (en) | 2015-05-29 | 2015-05-29 | A kind of for disperseing the suite of equipment of stain disease advanced treatment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520359630.8U CN204702630U (en) | 2015-05-29 | 2015-05-29 | A kind of for disperseing the suite of equipment of stain disease advanced treatment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204702630U true CN204702630U (en) | 2015-10-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520359630.8U Expired - Fee Related CN204702630U (en) | 2015-05-29 | 2015-05-29 | A kind of for disperseing the suite of equipment of stain disease advanced treatment |
Country Status (1)
| Country | Link |
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| CN (1) | CN204702630U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104944686A (en) * | 2015-05-29 | 2015-09-30 | 江苏建筑职业技术学院 | Complete equipment used for dispersing dirty waste water and deeply processing |
-
2015
- 2015-05-29 CN CN201520359630.8U patent/CN204702630U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104944686A (en) * | 2015-05-29 | 2015-09-30 | 江苏建筑职业技术学院 | Complete equipment used for dispersing dirty waste water and deeply processing |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151014 Termination date: 20160529 |
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| CF01 | Termination of patent right due to non-payment of annual fee |