CN2466145Y - Micropower household sewage treating device - Google Patents
Micropower household sewage treating device Download PDFInfo
- Publication number
- CN2466145Y CN2466145Y CN 01213453 CN01213453U CN2466145Y CN 2466145 Y CN2466145 Y CN 2466145Y CN 01213453 CN01213453 CN 01213453 CN 01213453 U CN01213453 U CN 01213453U CN 2466145 Y CN2466145 Y CN 2466145Y
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- Prior art keywords
- oxidation pond
- anaerobe
- plate
- clarifying basin
- aerobe
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Abstract
The utility model relates to a micro-power domestic sewage treating device. Two baffle plates 19 are arranged in a vessel 18 so as to form an anaerobic organism oxidation tank 20, an aerobic organism oxidation tank 21 and a sloping plate settling tank 22 which are communicated through water stream holes on the two baffle plates 19 in order; the side wall of the sloping plate settling tank 22 is provided with a water discharging slot 26; the aerobic organism oxidation tank is provided with filling materials 27 in a free state and an aerating device 28; the inner side of the anaerobic organism oxidation tank is provided with at least one baffle plate 31 so as to form a primary anaerobic organism oxidation tank 32 and a secondary anaerobic organism oxidation tank 33 in which are both provided with flow guiding pipes 34; the flow guiding pipe of the primary anaerobic organism oxidation tank 32 is communicated with an external sewage pipe; the flow guiding pipe of the secondary anaerobic organism oxidation tank is communicated with the primary anaerobic organism oxidation tank.
Description
The utility model relates to sewage treatment unit.
The patent No. be 97207712.x (day for announcing: on July 15th, 1998, notification number: utility model patent CN2286181Y), disclosed a kind of " sanitary sewage disposal integrated apparatus ", its structure is seen Fig. 1.This device comprises cylindrical vessel 1, and horizontal dividing partition 2 is arranged in the cylindrical vessel, and the below of dividing partition is an anaerobe oxidation pond 3, and fixed filler 4 is arranged in the anaerobe oxidation pond; There are aerobe oxidation pond 6 that is made of inner layer cylinder shape dividing plate 5 and the inclined-plate clarifying basin 8 that is made of outer round shape dividing plate 7 in the top of dividing partition, between the ectonexine round shape dividing plate distributing flue 9 is arranged, fixed filler 10 is arranged in the aerobe oxidation pond 6, swash plate 11 is arranged in the inclined-plate clarifying basin 8; The bottom of aerobe oxidation pond 6 is that the below of fixed filler 10 has aeration basin 12, and the aeration basin links to each other with gas blower 14 by gas-distribution pipe 13, provides the aeration source of the gas by gas blower; And being provided with shore pipe 15, an end of shore pipe is extended the bottom of anaerobe oxidation pond 3 by the outside of cylindrical vessel 1; The drainage tray 16 on cylindrical vessel 1 top communicates with the top of inclined-plate clarifying basin 8.Sanitary sewage enters anaerobe oxidation pond 3 through water distributing pipe 17, at first through the anaerobe oxide treatment, then by flowing to shown in the arrow among Fig. 1, successively carries out aerobe oxidation, precipitation process, and sewage is treated to be gone out by drainage tray 16 after reaching emission standard.This device has good treatment effect, but has the following disadvantages: the one, and adopt gas blower to provide source of the gas to the aeration basin, the oxygenation rate of unit consumption of energy is low; The 2nd, the structure of fixed filler is complicated, and stops up easily, influences treatment effect, is not easy to cleaning after the obstruction.
The purpose of this utility model provides a kind of sewage treatment unit of microkinetic, can reduce power consumption, improves the oxygenation rate of unit consumption of energy, and filler is difficult for stopping up, and easy cleaning helps improving the clearance of organic matter of sewage.
The technical solution of the utility model is referring to Fig. 2, container 18 is arranged, two dividing plates 19 are set in the container and constitute anaerobe oxidation pond 20, aerobe oxidation pond 21 and inclined-plate clarifying basin 22, water flow hole 23 is arranged at the dividing plate top between anaerobe oxidation pond 20 and the aerobe oxidation pond 21, the lower partition between aerobe oxidation pond 21 and the inclined-plate clarifying basin 22 has water flow hole 24, be provided with swash plate 25 in the inclined-plate clarifying basin 22, the side wall upper part of inclined-plate clarifying basin 22 is provided with drainage tray 26, drainage tray communicates with the top of inclined-plate clarifying basin, be provided with into the filler 27 of free state in the aerobe oxidation pond 21, the bottom of aerobe oxidation pond 21 is provided with aerating apparatus 28, aerating apparatus connects a ventpipe 29, one end of ventpipe extends external container and communicates with atmosphere, be equipped with the ventpipe 30 that communicates with atmosphere on the wall of aerobe oxidation pond 21 and inclined-plate clarifying basin 22, in the described anaerobe oxidation pond 20 dividing plate 31 is set at least and constitutes chopped-off head anaerobe oxidation pond 32 and back level (or multistage back level) anaerobe oxidation pond 33 successively, be equipped with a thrust-augmenting nozzle 34 in every grade of anaerobe oxidation pond, one end of the thrust-augmenting nozzle 34 in the chopped-off head anaerobe oxidation pond 32 is connected the side wall upper part of this anaerobe oxidation pond, and communicate with the waste pipe of external container, one end of the thrust-augmenting nozzle in the back level anaerobe oxidation pond be connected and prime anaerobe oxidation pond between dividing plate top, and communicate with prime anaerobe oxidation pond, the other end of the thrust-augmenting nozzle in every grade of anaerobe oxidation pond then is positioned at the bottom of this grade anaerobe oxidation pond.Sanitary sewage at first enters chopped-off head anaerobe oxidation pond 32, through the thrust-augmenting nozzle effect, impact, stir the mud of this grade anaerobe oxidation pond bottom, directly utilize the bacterial classification in the mud to carry out chopped-off head anaerobe oxide treatment, enter back level anaerobe oxidation pond then, carry out back level anaerobe oxide treatment in the same way, enter aerobe oxidation pond 21 and inclined-plate clarifying basin 22 more successively, carry out aerobe oxide treatment and sloping plate deposition and handle, the water that reaches emission standard is after treatment discharged by drainage tray 26.
Compared with the prior art, the utlity model has following characteristics:
1, owing in the aerobe oxidation pond, directly adopted aerating apparatus, help improving the aeration effect, can improve the oxygenation rate of unit consumption of energy, size according to the sewage flooding quantity, help realizing the control of interval type or continous way aeration, and with adopt gas blower air feeder ratio, also simplify the structure, reduced neighbourhood noise.
2, because the filler in the aerobe oxidation pond is the suspension of free state, in the operation, the suspension filler of free state can produce mutual collision and quicken the biomembranous renewal of filling surface, be difficult for stopping up, can improve the clearance of organic matter of sewage, with fixed filler than simplifying the structure equally.
3, adopt in the anaerobe oxidation pond thrust-augmenting nozzle directly to impact the mud of its bottom, not only can satisfy the anaerobe oxide treatment, and simplify the structure and save materials.
Fig. 1 is the structural representation of 97207712.x patent;
Fig. 2 is a structural representation view of the present utility model.
The utility model is described in further detail below in conjunction with embodiment and accompanying drawing.
The utility model has container 18, the container of embodiment is a rectangular parallelepiped, two dividing plates 19 are set in the container and constitute anaerobe oxidation pond 20, aerobe oxidation pond 21 and the inclined-plate clarifying basin 22 of pressure-bearing type successively, this structure helps being arranged in the melt pit, and not taking space more than the ground, the profile of container 18 also can be other shape; Water flow hole 23 is arranged at the dividing plate top between anaerobe oxidation pond 20 and the aerobe oxidation pond 21, and two ponds are communicated; The lower partition between aerobe oxidation pond 21 and the inclined-plate clarifying basin 22 has water flow hole 24, and two ponds are communicated; Be provided with swash plate 25 in the inclined-plate clarifying basin 22, the side wall upper part of inclined-plate clarifying basin 22 is provided with drainage tray 26, and drainage tray communicates with the top of inclined-plate clarifying basin and outside water shoot respectively; Be provided with into the suspension filler 27 of free state in the aerobe oxidation pond 21, the lower curtate of aerobe oxidation pond 21 is provided with aerating apparatus 28, the suspension filler of free state can produce mutual collision in the aeration treating processes, be difficult for stopping up, easy cleaning, and quicken the biomembranous renewal of filling surface, can improve the clearance of organic matter of sewage, aerating apparatus connects a ventpipe 29, and an end of ventpipe extends external container and communicates with atmosphere; Be equipped with the ventpipe 30 that communicates with atmosphere on the wall of aerobe oxidation pond 21 and inclined-plate clarifying basin 22; In the described anaerobe oxidation pond 20 dividing plate 31 is set at least and constitutes chopped-off head anaerobe oxidation pond 32 and back level anaerobe oxidation pond 33 successively, when two dividing plates are set in the anaerobe oxidation pond 20, then have three grades of anaerobe oxidation ponds, the rest may be inferred, be equipped with a thrust-augmenting nozzle 34 in every grade of anaerobe oxidation pond, one end of the thrust-augmenting nozzle 34 in the chopped-off head anaerobe oxidation pond 32 is connected the side wall upper part of this anaerobe oxidation pond, communicate in the operation and with the waste pipe of external container, one end of the thrust-augmenting nozzle in the back level anaerobe oxidation pond be connected and prime anaerobe oxidation pond between dividing plate top, and communicate with prime anaerobe oxidation pond, the other end of the thrust-augmenting nozzle in every grade of anaerobe oxidation pond then is positioned at the bottom of this grade anaerobe oxidation pond.In addition, in the bottom of inclined-plate clarifying basin 22 mud flow guiding inclined plate 35 is set, its inclined-plane is towards the water flow hole 24 of inclined-plate clarifying basin dividing plate 19 bottoms.Sanitary sewage at first enters chopped-off head anaerobe oxidation pond 32, under the effect of thrust-augmenting nozzle, impact, stir the mud of this grade anaerobe oxidation pond bottom, carry out chopped-off head anaerobe oxide treatment, enter back level anaerobe oxidation pond then, carry out back level anaerobe oxide treatment in the same way, enter aerobe oxidation pond 21 and inclined-plate clarifying basin 22 more successively, carry out aerobe oxide treatment and sloping plate deposition and handle, the water that reaches emission standard is after treatment discharged by drainage tray 26.
Enforcement structure on the technical solutions of the utility model basis is not unique, and other any distressed structure all belongs to protection domain of the present utility model.
Claims (2)
1, the sewage treatment unit of microkinetic, container (18) is arranged, it is characterized in that being provided with in this container two dividing plates (19) and constitute anaerobe oxidation pond (20), aerobe oxidation pond (21) and inclined-plate clarifying basin (22), water flow hole (23) is arranged at the dividing plate top between anaerobe oxidation pond (20) and the aerobe oxidation pond (21), the lower partition between aerobe oxidation pond (21) and the inclined-plate clarifying basin (22) has water flow hole (24)
1) be provided with swash plate (25) in the described inclined-plate clarifying basin (22), its side wall upper part is provided with drainage tray (26), and drainage tray communicates with the top of inclined-plate clarifying basin,
2) be provided with into the filler (27) of free state in the described aerobe oxidation pond (21), its lower curtate is provided with aerating apparatus (28), and aerating apparatus connects a ventpipe (29), and an end of ventpipe extends external container and communicates with atmosphere,
3) in the described anaerobe oxidation pond 20 dividing plate (31) is set at least and constitutes chopped-off head anaerobe oxidation pond (32) and back level anaerobe oxidation pond (33) successively, be equipped with a thrust-augmenting nozzle (34) in every grade of anaerobe oxidation pond, one end of the thrust-augmenting nozzle (34) in the described chopped-off head anaerobe oxidation pond (32) is connected the side wall upper part of this anaerobe oxidation pond, and communicate with the waste pipe of external container, one end of the thrust-augmenting nozzle in the back level anaerobe oxidation pond be connected and prime anaerobe oxidation pond between dividing plate top, and communicate with prime anaerobe oxidation pond, the other end of the thrust-augmenting nozzle in every grade of anaerobe oxidation pond then is positioned at the bottom of this grade anaerobe oxidation pond
4) be equipped with the ventpipe (30) that communicates with atmosphere on the wall of aerobe oxidation pond (21) and inclined-plate clarifying basin (22).
2, according to the sewage treatment unit of the described microkinetic of claim 1, it is characterized in that mud flow guiding inclined plate (35) being set in the bottom of inclined-plate clarifying basin (22), its inclined-plane is towards the water flow hole (24) of inclined-plate clarifying basin dividing plate (19) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01213453 CN2466145Y (en) | 2001-02-23 | 2001-02-23 | Micropower household sewage treating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01213453 CN2466145Y (en) | 2001-02-23 | 2001-02-23 | Micropower household sewage treating device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2466145Y true CN2466145Y (en) | 2001-12-19 |
Family
ID=33632423
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01213453 Expired - Fee Related CN2466145Y (en) | 2001-02-23 | 2001-02-23 | Micropower household sewage treating device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2466145Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101348303B (en) * | 2008-08-19 | 2010-06-02 | 浙江德安新技术发展有限公司 | Micro-power integrated purifier for domestic waste water |
| CN107721100A (en) * | 2017-11-30 | 2018-02-23 | 安徽省高迪科技有限公司 | A kind of villages and small towns sewage-treatment plant |
| CN114133035A (en) * | 2021-12-02 | 2022-03-04 | 重庆超达环保科技有限公司 | Rural small-sized integrated sewage treatment device |
| CN116477763A (en) * | 2023-06-25 | 2023-07-25 | 成都理工大学 | Aerobic-anaerobic strict partition complete sewage treatment device |
-
2001
- 2001-02-23 CN CN 01213453 patent/CN2466145Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101348303B (en) * | 2008-08-19 | 2010-06-02 | 浙江德安新技术发展有限公司 | Micro-power integrated purifier for domestic waste water |
| CN107721100A (en) * | 2017-11-30 | 2018-02-23 | 安徽省高迪科技有限公司 | A kind of villages and small towns sewage-treatment plant |
| CN114133035A (en) * | 2021-12-02 | 2022-03-04 | 重庆超达环保科技有限公司 | Rural small-sized integrated sewage treatment device |
| CN114133035B (en) * | 2021-12-02 | 2024-02-27 | 重庆超达环保科技有限公司 | Rural small-size integrated sewage treatment plant |
| CN116477763A (en) * | 2023-06-25 | 2023-07-25 | 成都理工大学 | Aerobic-anaerobic strict partition complete sewage treatment device |
| CN116477763B (en) * | 2023-06-25 | 2023-09-08 | 成都理工大学 | Aerobic-anaerobic strict partition complete sewage treatment device |
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| Date | Code | Title | Description |
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| 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 |