CN208791417U - A kind of more deflector type biochemical reaction slots - Google Patents
A kind of more deflector type biochemical reaction slots Download PDFInfo
- Publication number
- CN208791417U CN208791417U CN201821032193.9U CN201821032193U CN208791417U CN 208791417 U CN208791417 U CN 208791417U CN 201821032193 U CN201821032193 U CN 201821032193U CN 208791417 U CN208791417 U CN 208791417U
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- Prior art keywords
- pond
- water channel
- aerobic tank
- sewage
- water
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- 238000005842 biochemical reaction Methods 0.000 title claims abstract description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 52
- 239000010865 sewage Substances 0.000 claims abstract description 45
- 230000003750 conditioning effect Effects 0.000 claims abstract description 25
- 238000000746 purification Methods 0.000 claims abstract description 25
- 239000007788 liquid Substances 0.000 claims abstract description 17
- 230000004888 barrier function Effects 0.000 claims abstract description 4
- 239000008213 purified water Substances 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims description 5
- 239000003344 environmental pollutant Substances 0.000 claims description 3
- 231100000719 pollutant Toxicity 0.000 claims description 3
- 244000005700 microbiome Species 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000011049 filling Methods 0.000 abstract description 2
- 230000006641 stabilisation Effects 0.000 abstract description 2
- 238000011105 stabilization Methods 0.000 abstract description 2
- 241000894006 Bacteria Species 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 230000015556 catabolic process Effects 0.000 description 3
- 238000006731 degradation reaction Methods 0.000 description 3
- 230000000813 microbial effect Effects 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 238000005273 aeration Methods 0.000 description 1
- 241001148470 aerobic bacillus Species 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000001580 bacterial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000009331 sowing Methods 0.000 description 1
- 241001148471 unidentified anaerobic bacterium Species 0.000 description 1
- 239000003403 water pollutant Substances 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a kind of more deflector type biochemical reaction slots, water inlet, grid basket, conditioning tank, anaerobic pond, anoxic pond, aerobic tank and discharge outlet, microbe stuffing and mud return line, nitrification liquid return pipe and plus sewage draining exit；Purification water channel is separated by multiple lattice ponds, so that flowing water is formed by multiple folding circuitous flows by the barrier of lattice pond, microbe stuffing is filled in each lattice pond, lattice pond includes conditioning tank, anaerobic pond, anoxic pond and aerobic tank, sewage purifies water channel from water inlet, followed by conditioning tank, anaerobic pond, anoxic pond and aerobic tank, so that being discharged after purifying the sewage through discharge outlet.The utility model has the beneficial effects that microorganism is fixed in filling carrier, it is separately fixed in each little Chi, is combined into biodegradable technique group, more lattice baffling groove bodies is compact-sized, easy to operate, good purification and performance stabilization.
Description
Technical field
The utility model relates to a kind of sewage-treatment plants, specifically, being related to a kind of more deflector type biochemical reaction slots.
Background technique
It currently, the equipment based on sanitary sewage disposal, is detested according to anaerobism, anoxic, aerobic or inverted anoxic mostly
Form based on oxygen, aerobic process, and the various reactors derived from, are with anaerobic bacteria, aerobic bacteria and to make preparations for sowing with degradation water
Middle organic matter is the microbial bacterial reaction bed of main ability.Including horizontal slot, vertical tank and internally lifting and upper water inlet, lower water inlet
Etc. structures.And it must be equipped with the grid conditioning tank an of large capacity before this equipment.
And there are also matched purifications to reprocess ancillary equipment after biological bed.So existing rural sewage treatment one
Body equipment is actually made of three parts (or plus control room be four parts).And the present invention is using more folding bafflings
The equipment that water inlet is adjusted and biochemistry is combined not only had been facilitated operation, but also make full use of the sky of equipment by streaming biochemical reaction slot
Between, efficiency is improved, the application of rural area decentralized type sewage processing is more advantageous to.
Utility model content
The utility model is precisely in order to a kind of more deflector type biochemical reaction slots for solving above-mentioned technical problem and designing.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of more deflector type biochemical reaction slots, water inlet, grid basket, conditioning tank, anaerobic pond, anoxic pond, aerobic tank and row
The mouth of a river, microbe stuffing and mud return line, nitrification liquid return pipe and add sewage draining exit；Purification water channel is passed through into multiple lattice
Pond separates, so that flowing water is formed by multiple folding circuitous flows by the barrier of lattice pond, is filled with microbe stuffing in each lattice pond,
Lattice pond includes conditioning tank, anaerobic pond, anoxic pond and aerobic tank, and sewage purifies water channel from water inlet, followed by conditioning tank, anaerobism
Pond, anoxic pond and aerobic tank, so that being discharged after purifying the sewage through discharge outlet.
A kind of more deflector type biochemical reaction slots, purified water road cuboid, sewage enter from the inlet purified water
Road enters conditioning tank from bottom, then enters anaerobic pond from top, then enter anoxic pond from bottom, then enter aerobic tank from top
One, then enter next aerobic tank two from bottom, then enter next aerobic tank three from top.
A kind of more deflector type biochemical reaction slots, purification water channel is cylindrical, and sewage enters from the inlet purification water channel
Enter the conditioning tank of shape in circle afterwards, then conditioning tank water outlet enters anaerobic pond, then successively through anoxic pond, aerobic tank one, aerobic
Pond two and aerobic tank three.
A kind of more deflector type biochemical reaction slots have a grid basket in purification water channel water inlet, and sewage is first through lattice
Grid basket separates wherein coarse pollutant solid.
A kind of more deflector type biochemical reaction slots, a sewage draining exit is arranged at water channel bottom below purification water channel water inlet,
There is gate able to turn on or off at sewage draining exit；A nitrification liquid return pipe arranged at water channel bottom below anoxic pond, at nitrification liquid return pipe
There is gate able to turn on or off；A mud return line is arranged at water channel bottom below aerobic tank one, has at mud return line able to turn on or off
Gate.
The more deflector type biochemical reaction slots of the kind, a sewage draining exit is arranged at water channel bottom below purification water channel water inlet,
There is gate able to turn on or off at sewage draining exit；There is a nitrification liquid return pipe in anoxic pond outer water channel bottom, at nitrification liquid return pipe
There is gate able to turn on or off；In two outer water channel bottom of aerobic tank there are two mud return line, have at mud return line able to turn on or off
Gate.
A kind of more deflector type biochemical reaction slots are filled out according to variety classes sewage using microorganism adaptable therewith
Material.
The technical solution adopted in the utility model are as follows: water inlet conditioning tank and the combination of biochemical reaction bed in one, while again
By being divided into the baffling groove body of more lattice, the available capacity of conditioning tank is taken full advantage of, enters biochemical reaction in advance, and adjusting
All effective high-quality microorganisms of investment solidify filler in pond and the pond of biochemical reaction, so that it is guaranteed that each section of biochemical reaction is smooth,
It is microbial immobilized, safety, stable progress.To make the purification of sewage that can obtain stable high-quality water quality.
The utility model has the beneficial effects that microorganism is fixed in filling carrier, it is separately fixed in each little Chi,
It is combined into biodegradable technique group, more lattice baffling groove bodies are compact-sized, easy to operate, good purification and performance stabilization.
Detailed description of the invention
Fig. 1 is this practical new cuboid type structural schematic diagram.
Fig. 2 is this practical new cylindrical type structural schematic diagram.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
As illustrated in fig. 1 and 2, a kind of more deflector type biochemical reaction slots of the utility model, water inlet 1, grid basket 2, conditioning tank
3, anaerobic pond 4, anoxic pond 5, aerobic tank and discharge outlet 9, microbe stuffing 10 and mud return line 11, nitrification liquid return pipe
12 and add sewage draining exit 13；Purification water channel is separated by multiple lattice ponds, so that flowing water is formed by multiple foldings by the barrier of lattice pond
Circuitous flow, is filled with microbe stuffing 10 in each lattice pond, and lattice pond includes conditioning tank 3, anaerobic pond 4, anoxic pond 5 and aerobic
Pond, sewage purifies water channel from water inlet 1, followed by conditioning tank 3, anaerobic pond 4, anoxic pond 5 and aerobic tank, so that sewage obtains
It is discharged after to purification through discharge outlet 9.
A kind of more deflector type biochemical reaction slots, purified water road cuboid, sewage enter purified water from water inlet 1
Road enters conditioning tank 3 from bottom, then enters anaerobic pond 4 from top, then enter anoxic pond 5 from bottom, then enters from top aerobic
Pond 1, then enter aerobic tank 27 from bottom, then enter aerobic tank 38 from top.
A kind of more deflector type biochemical reaction slots, purification water channel is cylindrical, and sewage enters purification water channel from water inlet 1
Enter the conditioning tank 3 of shape in circle afterwards, then 3 water outlet of conditioning tank enters anaerobic pond 4, then successively through anoxic pond 5, aerobic tank 1,
Aerobic tank 27 and aerobic tank 38.
A kind of more deflector type biochemical reaction slots have a grid basket 2 at purification water channel water inlet 1, and sewage first passes through
Grid basket 2 separates wherein coarse pollutant solid.
A kind of more deflector type biochemical reaction slots, a sewage draining exit is arranged at water channel bottom below purification water channel water inlet 1
13, there is gate able to turn on or off at sewage draining exit；A nitrification liquid return pipe 12 is arranged at water channel bottom below anoxic pond 5, and nitrification liquid returns
There is gate able to turn on or off at flow tube 12；A mud return line 11, mud return line 11 are arranged at water channel bottom below aerobic tank 1
There is gate able to turn on or off at place.
The more deflector type biochemical reaction slots of the kind, a sewage draining exit is arranged at water channel bottom below purification water channel water inlet 1
13, there is gate able to turn on or off at sewage draining exit；There is a nitrification liquid return pipe 12 in 5 outer water channel bottom of anoxic pond, nitrification liquid returns
There is gate able to turn on or off at flow tube 12；In 27 outer water channel bottom of aerobic tank, there are two mud return line 11, mud return lines 11
There is gate able to turn on or off at place.
A kind of more deflector type biochemical reaction slots use microbe stuffing adaptable therewith according to variety classes sewage
10。
Utility model works process: sewage enters grill frame 2 from water inlet 1, and grill frame 2 filters out solid content impurity, dirty
Water flows into sedimentation basin naturally, and the fine graineds such as silt therein solid content can be deposited in bottom of pond, and water flow enters conditioning tank 3, led to before this
Microbe stuffing 10 is crossed by the immobilized bacterium preliminary exposition in microbe stuffing, since sewage constantly flows into, reaches certain and overflows
After flowing height, anaerobic pond 4 will be flowed into, sewage continue by the immobilization bacterium filler degradation in anaerobic pond 4 and under fall on bottom of pond,
Then enter anaerobic pond 5 again, continue to decompose by the immobilized microorganism in anoxic pond 5, when water flow rises to overflow port again into
Enter aerobic tank 1, water flow goes downstream, and is mended by continuing when microbe stuffing 10 in aerobic tank 1 by microorganism and aeration
The oxygen filled decomposes jointly, and water flow drops to the bottom of aerobic tank 1, is connection due to being with aerobic tank 27, water flow enters
The upper solidification bacterium for passing through microbe stuffing 10 after oxygen pond 27, rises to another overflow port after the oxidation that is degraded, enters
Next aerobic tank 38, or it is to continue with such circulation, it is ensured that the water quality that the organic-inorganic object in sewage is degraded to setting is wanted
Ask, thus the water being purified finally from water outlet be discharged, in the process, in order to improve water pollutant degradation speed and
Make full use of the natural domestication of microorganism, the advantage combined naturally, return pipe 12 and mud return line 11 provided with nitrification liquid,
To which the optimization of microbial activity can not only be improved, and the microorganism of decline aging, activity sludge reflux to grid basket 2 can be enabled
In, to be filtered out or precipitate, is finally pumped outward transport and eliminated, here it is the effects of sewage draining exit 13, together with the silt of precipitating
It is sent to the regeneration of garbage loading embeading object or fuel, fertilizer.
The utility model is not limited to above-mentioned preferred forms, anyone obtained under the enlightenment of the utility model its
His any product identical or similar with the utility model, all falls within the protection scope of the utility model.
Claims (7)
1. a kind of more deflector type biochemical reaction slots, water inlet (1), grid basket (2), conditioning tank (3), anaerobic pond (4), anoxic pond
(5), aerobic tank and discharge outlet (9), microbe stuffing (10) and mud return line (11), nitrification liquid return pipe (12) and add
Upper sewage draining exit (13)；It is characterized by: purification water channel is separated by multiple lattice ponds, so that flowing water is formed by by the barrier of lattice pond
Multiple folding circuitous flows are filled with microbe stuffing (10) in each lattice pond, lattice pond include conditioning tank (3), anaerobic pond (4),
Anoxic pond (5) and aerobic tank, sewage purifies water channel from water inlet (1), followed by conditioning tank (3), anaerobic pond (4), anoxic pond
(5) and aerobic tank, so that being discharged after purifying the sewage through discharge outlet (9).
2. a kind of more deflector type biochemical reaction slots according to claim 1, it is characterised in that: purified water road cuboid,
Sewage enters purification water channel from water inlet (1), enters conditioning tank (3) from bottom, then enter anaerobic pond (4) from top, then the bottom of from
Portion enters anoxic pond (5), then enters aerobic tank one (6) from top, then enter aerobic tank two (7) from bottom, then enter from top
Aerobic tank three (8).
3. a kind of more deflector type biochemical reaction slots according to claim 1, it is characterised in that: purification water channel is cylindrical, dirty
Water enters after purification water channel the conditioning tank (3) for entering shape in circle from water inlet (1), then conditioning tank (3) water outlet enters anaerobic pond
(4), then successively through anoxic pond (5), aerobic tank one (6), aerobic tank two (7) and aerobic tank three (8).
4. a kind of more deflector type biochemical reaction slots according to claim 1, it is characterised in that: in purification water channel water inlet
(1) there is a grid basket (2) at, sewage first separates wherein coarse pollutant solid through grid basket (2).
5. a kind of more deflector type biochemical reaction slots according to claim 2, it is characterised in that: in purification water channel water inlet
(1) sewage draining exit (13) is arranged at lower section water channel bottom, has gate able to turn on or off at sewage draining exit；The water channel bottom below anoxic pond (5)
There is a nitrification liquid return pipe (12) in portion, and nitrification liquid return pipe has gate able to turn on or off at (12)；The water below aerobic tank one (6)
One mud return line (11) is arranged at road bottom, and mud return line has gate able to turn on or off at (11).
6. a kind of more deflector type biochemical reaction slots according to claim 3, it is characterised in that: in purification water channel water inlet
(1) sewage draining exit (13) is arranged at lower section water channel bottom, has gate able to turn on or off at sewage draining exit；At anoxic pond (5) outer water channel bottom
There is a nitrification liquid return pipe (12) in portion, and nitrification liquid return pipe has gate able to turn on or off at (12)；In aerobic tank two (7) outer water
There are two mud return line (11), mud return lines to have gate able to turn on or off at (11) for road bottom.
7. a kind of more deflector type biochemical reaction slots according to claim 1, it is characterised in that: made according to variety classes sewage
With microbe stuffing (10) adaptable therewith.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821032193.9U CN208791417U (en) | 2018-07-02 | 2018-07-02 | A kind of more deflector type biochemical reaction slots |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821032193.9U CN208791417U (en) | 2018-07-02 | 2018-07-02 | A kind of more deflector type biochemical reaction slots |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208791417U true CN208791417U (en) | 2019-04-26 |
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ID=66201758
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821032193.9U Expired - Fee Related CN208791417U (en) | 2018-07-02 | 2018-07-02 | A kind of more deflector type biochemical reaction slots |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208791417U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110526401A (en) * | 2019-09-30 | 2019-12-03 | 江南大学 | A kind of landfill leachate short-cut nitrification and denitrification biological denitrification method |
| CN114477445A (en) * | 2021-12-24 | 2022-05-13 | 中国市政工程西南设计研究总院有限公司 | A kind of inverted AAO combined biochemical tank and its sewage treatment method |
-
2018
- 2018-07-02 CN CN201821032193.9U patent/CN208791417U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110526401A (en) * | 2019-09-30 | 2019-12-03 | 江南大学 | A kind of landfill leachate short-cut nitrification and denitrification biological denitrification method |
| CN114477445A (en) * | 2021-12-24 | 2022-05-13 | 中国市政工程西南设计研究总院有限公司 | A kind of inverted AAO combined biochemical tank and its sewage treatment method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200624 Address after: 570000 No. 11 Jinken Road, Haikou City, Hainan Province Patentee after: HAINAN GAN QUAN INDUSTRY Co.,Ltd. Address before: 570000 No. 11 Jinken Road, Haikou City, Hainan Province Patentee before: Liu Chaonan |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190426 Termination date: 20200702 |