CN209481413U - A kind of distributing integrated sewage water purification pot - Google Patents
A kind of distributing integrated sewage water purification pot Download PDFInfo
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- CN209481413U CN209481413U CN201822068524.0U CN201822068524U CN209481413U CN 209481413 U CN209481413 U CN 209481413U CN 201822068524 U CN201822068524 U CN 201822068524U CN 209481413 U CN209481413 U CN 209481413U
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- filler
- water purification
- purification pot
- integrated sewage
- baffle
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- Treatment Of Biological Wastes In General (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model provides a kind of distributing integrated sewage water purification pot, including water inlet, conditioning tank, anaerobic pond, aerobic tank, sedimentation basin, sterilization pool, water outlet；Return-flow system, sludge bucket are equipped in the sedimentation basin；The return-flow system includes return pipe, and return pipe one end setting is set in diversion channel in sludge bucket, the other end；Complete equipment is only equipped with a Fans, less energy consumption.Unattended duty does not need special messenger's maintenance, and maintenance maintenance is simple, foolproof operation, easy to use, cloud platform monitoring, real-time watch device operating status；By the way of the equipment of one, a family, equipment investment is few, saves the construction of front end pipe network, while solving the problems such as sewage collecting is difficult.
Description
Technical field
The utility model belongs to technical field of sewage, is related to a kind of distributing user integrated sewage water purification pot.
Background technique
In terms of decentralized type sewage processing, current remote districts decentralized wastewater emission point, sewage quantity is small, and collection difficulty is big,
Pipeline network construction difficulty is big, and sewage can not import town sewage pipe network, can only be in construction Sewage Disposal nearby, but pipe network sewage
Stand construction difficulty and investment cost it is all larger, for presently, there are difficulty, using sewage generate point nearby collect on the spot
Processing, the utility model are a kind of distributing integrated sewage water cleaning equipment, are residents sewage purifier, can be used for single household
Or the treatment in situ of a small range sanitary sewage, construction cost can be substantially reduced to avoid extensive pipeline network construction.
Summary of the invention
For traditional wastewater processing, when handling decentralized type sewage, sewage collecting difficulty is big, front end pipe network construction cost
The problems such as height, construction difficulty is big, now invent a kind of distributing integrated sewage water purification pot.
The technical solution of the utility model are as follows:
A kind of distributing integrated sewage water purification pot, including water inlet, conditioning tank, anaerobic pond, aerobic tank, sedimentation basin, disappear
Malicious pond, water outlet；Diversion channel, the conditioning tank external connection water inlet are provided in the conditioning tank；It is set in the anaerobic pond
It is equipped with water distributor, anaerobism filler baffle, anaerobism filler baffle interior is provided with anaerobism filler；Aeration system is equipped in the aerobic tank
System, MBBR filler baffle, the MBBR filler baffle is interior to place MBBR filler；Chlorine tablets are equipped in the sterilization pool to sterilize；It is described
The outlet of sterilization pool external connection；Return-flow system, sludge bucket are equipped in the sedimentation basin；The return-flow system includes return pipe, institute
The setting of return pipe one end is stated to be set in diversion channel in sludge bucket, the other end；The anaerobic pond connect top with aerobic tank and is higher than
The part of anaerobism filler baffle is provided with flowing hole；The aerobic tank is connect at the sludge bucket of lower part lower than MBBR filler with sedimentation basin
The part of baffle is provided with flowing hole.
Further, a kind of distributing integrated sewage water purification pot, the aerating system further include blower and aeration tube；Institute
It states aeration tube and passes through MBBR filler baffle from top to down and be located at aerobic bottom of pond portion.
Further, a kind of distributing integrated sewage water purification pot, the return-flow system also include blower and stripping tube, institute
It states stripping tube one end to be located at sludge bucket, the other end is located above aerobic tank.
Further, a kind of distributing integrated sewage water purification pot, the anaerobism filler baffle include overhead gage under
Plate washer.
Further, a kind of distributing integrated sewage water purification pot, the overhead gage and filtrate lower baffle are reticular structure.
Further, a kind of distributing integrated sewage water purification pot, the anaerobism filler are high efficiency packing, according to circumstances
Increase microbe species and quantity.
Further, a kind of distributing integrated sewage water purification pot, the anaerobism filler are placed using fixed bed fillers
Mode.
Further, a kind of distributing integrated sewage water purification pot, the MBBR filler have huge specific surface area and
It is in fluidized state in operation.
Further, a kind of distributing integrated sewage water purification pot, the MBBR filler are placed using fluidisation bed fillers
Mode.
The equipment uses pretreatment+technology of biological membrane+precipitating disinfection technology, and waste water initially enters conditioning tank, adjusting
Regulating pondage water quality in pond, while by the effect of natural subsidence, the suspended matter of bulky grain in water removal is removed, sludge is stored, and
The residence time of conditioning tank design is long, and synchronous nitration and denitrification reaction, removal water part pollution can occur wherein for sewage
Object.Waste water then passes through anaerobic pond water distribution system and enters anaerobic pond, in anaerobic pond, there is efficient anaerobic filler, biomembrane attachment
It on anaerobism filler, can effectively increase the contact area of biomembrane and waste water, enhance treatment effect, pass through anaerobe
Effect, further decompose water in organic pollutant, while to flow back in sedimentation basin come mixed liquor carry out denitrification denitrogenation
Reaction removes the nitrogen pollutant in water.Enter aerobic tank after waste water, by the aerobic microbiological in aerobic tank, thoroughly decomposes
Pollutant in water, and nitration reaction occurs.In aerobic tank, there are MBBR filler and aerating system, supplied by blower, exposes
Gas systems stay supplies oxygen aeration into aerobic tank, on the one hand provides necessary oxygen for the growth of aerobic microbiological, on the other hand,
Water flow is stirred by aeration, makes the MBBR filler in aerobic tank that fluidisation be presented, while MBBR filler possesses huge specific surface area,
The micro organism quantity and type in aerobic tank are increased, so that aerobic tank volumetric loading is high, can reduce relative to other techniques
The volume of aerobic tank reduces manufacturing cost, and because of high volumetric loading, possesses fabulous impact resistance.MBBR filler because
Aeration effect is in fluidized state in aerobic tank, on the one hand can increase contact area and the time of contact of microorganism and waste water,
Aerobic microbiological is enhanced for the treatment effect of waste water, is on the other hand attached to MBBR filler because of microorganism, biomembrane
The inside and outside height because of oxygen content, is presented different biological species, the oxygen that microorganism touches inside biomembrane contains
Bottom, mostly anaerobe are measured, in the oxygen content height that biomembrane external microbial touches, mostly aerobic microbiological, so that often
One filler all becomes a miniature bioreactor, synchronous that nitration denitrification reaction occurs, and strengthens going for nitrogen pollutant
It removes.Furthermore because of fluidized state, the collision and shear action of MBBR filler in water are reinforced so that air bubble is more small
The utilization rate of oxygen.Waste water enters sedimentation basin later, by the effect of natural subsidence, removes the suspended matter in sludge and waste water,
In sedimentation basin, there is return-flow system, on the one hand the mixed liquor that aerobic tank comes out is back to the conditioning tank of front end, then through anaerobic pond
Anti-nitration reaction occurs, removes the nitrogen pollutant in water removal, on the other hand, the sludge reflux being lost with waste water to front end is protected
Demonstrate,prove the micro organism quantity and type in reactor.Simultaneously in the sludge bucket of lower end, excess sludge, regular outlet are stored.It is precipitating
Pond upper end is equipped with sterilization pool, is placed with chlorine tablets in sterilization pool, forms hypochlorous acid after water flows through chlorine tablets, after dissolution and disappears to waste water
Poison, last sewage qualified discharge.
The utility model has the following beneficial effects: complete equipment is only equipped with a Fans, less energy consumption.Unattended duty is not required to
Special messenger is wanted to safeguard, maintenance maintenance is simple, foolproof operation, easy to use, cloud platform monitoring, real-time watch device operating status；
By the way of the equipment of one, a family, equipment investment is few, save the construction of front end pipe network, while solving sewage collecting difficulty etc.
Problem.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of distributing integrated waste water treating tank of the utility model.
Wherein: 1 water inlet, 2 conditioning tanks, 21 diversion channels, 3 anaerobic ponds, 31 anaerobic pond water distributors, 32 anaerobism filler baffles,
33 anaerobism fillers, 4 aerobic tanks, 41 MBBR fillers, 42 aeration tubes, 43 MBBR filler baffles, 5 sterilization pools, 6 sedimentation basins, 61 times
Flow tube, 62 stripping tubes, 63 sludge buckets, 7 water outlets, 8 flowing holes.
Specific embodiment
With reference to the accompanying drawing further describing the technical solution of the utility model includes:
A kind of distributing integrated sewage water purification pot as shown in Figure 1:, including it is water inlet 1, conditioning tank 2, anaerobic pond 3, aerobic
Pond 4, sedimentation basin 6, sterilization pool 5, water outlet 7；Be provided with diversion channel 21 in the conditioning tank 2,2 external connection of conditioning tank into
The mouth of a river 1；It is provided with anaerobic pond water distributor 31, anaerobism filler baffle 32 in the anaerobic pond 3, is arranged inside anaerobism filler baffle 32
There is anaerobism filler 33；It is equipped with aerating system, MBBR filler baffle in the aerobic tank 4, is placed in the MBBR filler baffle
MBBR filler 41；Chlorine tablets are equipped in the sterilization pool 5 to sterilize；5 external connection of the sterilization pool outlet；It is set in the sedimentation basin 6
There are return-flow system, sludge bucket 63；The return-flow system includes return pipe 61, the setting of described 61 one end of return pipe sludge bucket 63,
The other end is set in diversion channel 21；The anaerobic pond 3 connect top with aerobic tank 4 and sets higher than the part of anaerobism filler baffle 32
It is equipped with flowing hole 8；The aerobic tank 4 is connect at lower part sludge bucket 63 with sedimentation basin 6 to be arranged lower than the part of MBBR filler baffle
There is flowing hole 8.
In the present embodiment, the aerating system further includes blower and aeration tube；The aeration tube passes through MBBR from top to down
Filler baffle is located at 4 bottom of aerobic tank；The return-flow system also includes blower and stripping tube 62, and described 62 one end of stripping tube is located at
At sludge bucket 63, the other end is located at 4 top of aerobic tank.
The anaerobism filler baffle 32 includes overhead gage and lower baffle；The overhead gage and filtrate lower baffle are netted knot
Structure；The anaerobism filler 33 is high efficiency packing, according to circumstances increases microbe species and quantity, the anaerobism filler 33 are adopted
With fixed bed fillers modes of emplacement.
It is in fluidized state that the MBBR filler 41, which has in huge specific surface area and operation, and the MBBR filler 41 is adopted
With fluidisation bed fillers modes of emplacement.
When this purification pot works: waste water enters equipment by water inlet 1, carries out water quality and quantity homogenizing through conditioning tank 2, and go out
After going partial suspended thing, anaerobic pond 3 is entered by anaerobic pond water distributor 31, passes through the anaerobe being attached on anaerobism filler 33
Effect, decompose some of the contaminants, and after anti-nitration reaction occurs, sewage is entered in aerobic tank 4 by flowing hole 8, is passed through
Air is delivered in aerobic tank 4 by aeration tube, is provided oxygen and agitation water flow for aerobic tank 4, is attached on MBBR filler 41
Microorganism, the pollutant in further Decomposition Wastewater, while synchronous nitration and denitrification reaction occurs.Waste water is by flowing hole 8 later
Into sedimentation basins 6, by natural subsidence in sedimentation basin 6, sludge and suspended matter in water outlet are removed, is collected into sludge bucket 63,
Partial sludge and mixed liquor pass through return-flow system, return pipe 61, and stripping tube 62 is back in conditioning tank 2.Subsequent waste water enters upper
The sterilization pool 5 at end, will treated water qualified discharge by water outlet 7 after being sterilized using chlorine tablets.
In the present embodiment, filtrate is high-performance bio filler, possesses great specific surface area, can effectively increase microorganism
Quantity enhances the treatment effect of biological treatment, while in the motion process of aerobic filler, can effectively cut gas
Bubble increases the utilization efficiency of 4 oxygen of aerobic tank, guarantees treatment effect.
Sludge need to be deep into bottom by diversion channel 21, clear up 2 bottom of conditioning tank according to operation conditions periodic cleaning, dredging tube
The sludge in portion；3 sludge dredging tube of anaerobic pond protrudes into 3 bottom of anaerobic pond by anaerobism filtrate baffle and carries out spoil disposal；6 sludge of sedimentation basin
Dredging tube protrudes into sludge bucket 63, excludes extra sludge.
Claims (8)
1. a kind of distributing integrated sewage water purification pot, including water inlet (1), conditioning tank (2), anaerobic pond (3), aerobic tank (4),
Sedimentation basin (6), sterilization pool (5), water outlet (7)；It is characterized by:
It is provided with diversion channel (21) in the conditioning tank (2), conditioning tank (2) the external connection water inlet (1)；
Anaerobic pond water distributor (31), anaerobism filler baffle (32) are provided in the anaerobic pond (3), anaerobism filler baffle (32) is interior
Portion is provided with anaerobism filler (33)；
It is equipped with aerating system, MBBR filler baffle in the aerobic tank (4), places MBBR filler in the MBBR filler baffle
(41)；
Chlorine tablets are equipped in the sterilization pool (5) to sterilize；Sterilization pool (5) the external connection outlet；
Return-flow system, sludge bucket (63) are equipped in the sedimentation basin (6)；The return-flow system includes return pipe (61), and described time
The setting of flow tube (61) one end is set in diversion channel (21) in sludge bucket (63), the other end；
The anaerobic pond (3) connect top with aerobic tank (4) and the part of anaerobism filler baffle (32) is provided with flowing hole
(8)；The part that the aerobic tank (4) connect at lower part sludge bucket (63) lower than MBBR filler baffle with sedimentation basin (6) is provided with
Flowing hole (8).
2. a kind of distributing integrated sewage water purification pot according to claim 1, it is characterised in that: the aerating system is also
Including blower and aeration tube；The aeration tube passes through MBBR filler baffle from top to down and is located at aerobic tank (4) bottom.
3. a kind of distributing integrated sewage water purification pot according to claim 1, it is characterised in that: the return-flow system is also
Comprising blower and stripping tube (62), described stripping tube (62) one end is located at sludge bucket (63), and the other end is located on aerobic tank (4)
Side.
4. a kind of distributing integrated sewage water purification pot according to claim 1, it is characterised in that: the anaerobism filler
Baffle (32) includes overhead gage and lower baffle,
The overhead gage and filtrate lower baffle are reticular structure.
5. a kind of distributing integrated sewage water purification pot according to claim 1, it is characterised in that: the anaerobism filler
(33) it is high efficiency packing, according to circumstances increases microbe species and quantity.
6. a kind of distributing integrated sewage water purification pot according to claim 1, it is characterised in that: the anaerobism filler
(33) using fixed bed fillers modes of emplacement.
7. a kind of distributing integrated sewage water purification pot according to claim 1, it is characterised in that: the MBBR filler
(41) having in huge specific surface area and operation is in fluidized state.
8. a kind of distributing integrated sewage water purification pot according to claim 1, it is characterised in that: the MBBR filler
(41) using fluidisation bed fillers modes of emplacement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822068524.0U CN209481413U (en) | 2018-12-11 | 2018-12-11 | A kind of distributing integrated sewage water purification pot |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822068524.0U CN209481413U (en) | 2018-12-11 | 2018-12-11 | A kind of distributing integrated sewage water purification pot |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209481413U true CN209481413U (en) | 2019-10-11 |
Family
ID=68118661
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822068524.0U Active CN209481413U (en) | 2018-12-11 | 2018-12-11 | A kind of distributing integrated sewage water purification pot |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209481413U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110902830A (en) * | 2019-12-10 | 2020-03-24 | 重庆振冉环保技术开发有限公司 | Integrated sewage treatment equipment |
| CN114804527A (en) * | 2022-04-30 | 2022-07-29 | 齐鲁工业大学 | Movable upflow MBBR integrated sewage treatment equipment and system |
-
2018
- 2018-12-11 CN CN201822068524.0U patent/CN209481413U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110902830A (en) * | 2019-12-10 | 2020-03-24 | 重庆振冉环保技术开发有限公司 | Integrated sewage treatment equipment |
| CN114804527A (en) * | 2022-04-30 | 2022-07-29 | 齐鲁工业大学 | Movable upflow MBBR integrated sewage treatment equipment and system |
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