CN206298423U - Large-scale anaerobic-aerobic integrating device - Google Patents
Large-scale anaerobic-aerobic integrating device Download PDFInfo
- Publication number
- CN206298423U CN206298423U CN201620927610.0U CN201620927610U CN206298423U CN 206298423 U CN206298423 U CN 206298423U CN 201620927610 U CN201620927610 U CN 201620927610U CN 206298423 U CN206298423 U CN 206298423U
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- Prior art keywords
- chambers
- filter tank
- chamber filter
- anaerobic pond
- anaerobic
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Abstract
Large-scale anaerobic-aerobic integrating device is made up of anaerobic pond (1) and multiple two-chambers filter tank (2), it is characterized in that, the bottom of pond of anaerobic pond (1), the construction material of bay wall is dirt, lime and soil proportioning compacting on request, the bay wall of anaerobic pond (1) is begun to fight from underground, after going out ground, often raise certain distance, move back a step, step builds two-chamber filter tank (2), the crust of anaerobic pond (1) can move back multi-stage stairs, multiple two-chamber filter tanks (2) can be built per one-level step, two-chamber filter tank (2) is laid out in staged, bay wall is topmost concrete surface (3), anaerobic pond (1) is suitable for reading to be provided with concrete collar tie beam (4), the fixed double films (5) of concrete collar tie beam (4), double film (5) sealings are suitable for reading, prevent biogas from overflowing, double films (5) are provided with biogas efferent duct (10).
Description
Technical field
The utility model be related to a kind of anaerobic process, aerobic method can process substantial amounts of organic wastewater a kind of large-scale anaerobism it is good
Oxygen integrating device.
Background technology
At present, going back neither one device can process organic wastewater using anaerobic process, and can process organic using aerobic method
Waste water.Substantial amounts of organic wastewater can not be processed using anaerobic digestion techniques.Therefore, being related to one kind can be processed using anaerobic process
Organic wastewater, and organic wastewater can be processed using aerobic method, moreover it is possible to substantial amounts of organic wastewater is processed, is the skill for being badly in need of solving at present
Art problem.
The content of the invention
The technical problems to be solved by the invention are to provide one kind and be able to can be used again using anaerobic process treatment organic wastewater
Aerobic method treatment organic wastewater, the anaerobic-aerobic integrating device that substantial amounts of organic wastewater can also be processed.
The technical scheme in the invention for solving the technical problem is：
Large-scale anaerobic-aerobic integrating device, is made up of an anaerobic pond and multiple aerobic two-chamber filter tanks, therefore claims anaerobic-aerobic
Integrating device.The bottom of pond of anaerobic pond, the construction material of bay wall are dirt, lime and soil proportioning compacting on request.The pond of anaerobic pond
Wall is begun to fight from underground, after going out ground, often raises certain distance, moves back a step, and step builds two-chamber filter.Anaerobic pond crust can move back many
Level step, multiple two-chamber filter tanks can be built per one-level step, and two-chamber filter tank is laid out in staged.Bay wall is topmost concrete surface,
Anaerobic pond is suitable for reading to be provided with concrete collar tie beam, and concrete collar tie beam fixes double films.Double film sealings are suitable for reading, prevent biogas from overflowing, and double films set
There is biogas efferent duct.
Used as a kind of preferred scheme of the present utility model, anaerobic pond bottom is provided with sewage input port, and anaerobic pond is suitable for reading to be provided with
Overflow pipe, overflow pipe is connected with tank.Edge outside tank is overfall, and overfall connects with the A chambers in the superiors' two-chamber filter tank
Connect, wall is provided with the middle of the A chambers and B chambers in two-chamber filter tank, the bottom of wall is provided with A chambers and B chambers intercommunicating pore, the B chambers outside in two-chamber filter tank
Edge be overfall, overfall is connected with the A chambers in next stage two-chamber filter tank, and wall is provided with the middle of the A chambers and B chambers in two-chamber filter tank,
The bottom of wall is provided with A chambers and B chambers intercommunicating pore, and the edge outside the B chambers in two-chamber filter tank is overfall, overfall and next stage two-chamber
The A chambers connection in filter tank, by that analogy, is provided with wall in the middle of the A chambers and B chambers in two-chamber filter tank, the bottom of wall is provided with A chambers and is connected with B chambers
Hole, the edge outside the B chambers in two-chamber filter tank is overfall, and overfall is connected with storage pool, and storage pool is suitable for reading to be provided with overflow pipe.
When the utility model operationally, sewage is noted into anaerobic pond from anaerobic pond input port first, one be produce natural pond
Gas, biogas rises double film jack-up.Because anaerobic pond is circle, double films are red.So, anaerobic pond top is red hemisphere
Shape.Two is after sewage is processed through anaerobic pond, from the water that overflow pipe is overflowed, to flow to tank, and edge of the water from outside tank overflows
Flow to two-chamber filter tank, and next stage two-chamber filter tank overflowed to from two-chamber filter tank, by that analogy, overflow to two-chamber filter tank, water again from
Two-chamber filter tank overflows to storage pool, in whole flooding process, forms stepped cascade waterfall landscape.Now, this practicality is new
Type top is red hemispherical, and wall forms a special landscape in the encirclement of staged cascade waterfall.
Compared with prior art, the utility model has can process organic wastewater using anaerobic process, and can use aerobic
Method treatment has waste water, moreover it is possible to processes substantial amounts of organic wastewater, can open up a treatment of Organic Wastewater new approach.The utility model
It is both sewage disposal equipment, is again new energy producing equipment, or a special landscape.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model：
Specific embodiment
As illustrated, large-scale anaerobic-aerobic integrating device is made up of an anaerobic pond 1 and multiple two-chamber filter tanks 2.Anaerobic pond 1
Bottom of pond, the construction material of bay wall be lime and soil, lime and soil proportioning compacting on request, the bay wall of anaerobic pond 1 beats from underground
Get up, after going out ground, often raise certain distance, move back a step, step builds two-chamber filter tank 2, and the crust of anaerobic pond 1 can move back multistage platform
Rank, multiple two-chamber filter tanks 2 can be built per one-level step, and two-chamber filter tank is laid out in staged.Bay wall is topmost concrete surface 3.Detest
Oxygen pond 1 is suitable for reading to be provided with concrete collar tie beam 4, and concrete collar tie beam 4 fixes double films 5, and double films 5 seal suitable for reading, prevent biogas from overflowing, double films
5 are provided with biogas efferent duct 10.
Sewage input port 11 also is provided with including the bottom of anaerobic pond 1, anaerobic pond 1 is suitable for reading to be provided with overflow pipe 6, overflow pipe 6 and water
Groove 7 is connected, and the edge of the outside of tank 7 is overfall 13, and overfall 13 is connected with the superiors' two-chamber filter tank 2A chambers, two-chamber filter tank 2A
Wall 12 is provided with the middle of chamber and B chambers, the bottom of wall 12 is provided with A chambers and B chambers intercommunicating pore 9, and the edge outside the B chambers in two-chamber filter tank 2 is
Overfall 13, overfall 13 is connected with the A chambers in next stage two-chamber filter tank 2, and wall 12, wall are provided with the middle of two-chamber filter tank 2A chambers and B chambers
12 bottom is provided with A chambers and B chambers intercommunicating pore 9, and the edge outside the B chambers in two-chamber filter tank 2 is overfall 13, overfall 13 with it is next
The A chambers connection in level two-chamber filter tank, by that analogy, wall 12 is provided with the middle of the A chambers and B chambers in two-chamber filter tank 2, and the bottom of wall 12 is provided with A
Chamber and B chambers intercommunicating pore 9, the edge outside the B chambers in two-chamber filter tank 2 is overfall 13, and overfall 13 is connected with storage pool 8, is stored
Pond 8 is suitable for reading to be provided with overflow pipe 6.
Claims (2)
1. a kind of large-scale anaerobic-aerobic integrating device, it is made up of an anaerobic pond (1) and multiple two-chambers filter tank (2), its feature
It is that the bottom of pond of anaerobic pond (1), the construction material of bay wall are lime and soil, and lime with soil tamp on request by proportioning, anaerobic pond
(1) bay wall is begun to fight from underground, after going out ground, often raises certain distance, moves back a step, and step builds two-chamber filter tank (2), anaerobism
The crust in pond (1) can move back multi-stage stairs, and multiple two-chamber filter tanks (2) can be built per one-level step, and two-chamber filter tank (2) are in staged cloth
Office, bay wall is topmost concrete surface (3), and anaerobic pond (1) is suitable for reading to be provided with concrete collar tie beam (4), and concrete collar tie beam (4) is fixed double
Film (5), double film (5) sealings are suitable for reading, prevent biogas from overflowing, and double films (5) are provided with biogas efferent duct (10).
2. large-scale anaerobic-aerobic integrating device according to claim 1, it is characterised in that anaerobic pond (1) bottom is provided with dirt
Water input (11), anaerobic pond (1) is suitable for reading to be provided with overflow pipe (6), and overflow pipe (6) is connected with tank (7), outside tank (7)
Edge is overfall (13), and overfall (13) is connected with the superiors' two-chamber filter tank (2) A chambers, in the A chambers and B chambers of two-chamber filter tank (2)
Between be provided with wall (12), the bottom of wall (12) is provided with A chambers and B chambers intercommunicating pore (9), and the edge outside the B chambers of two-chamber filter tank (2) is excessive
Head piece (13), overfall (13) is connected with the A chambers in next stage two-chamber filter tank (2), by that analogy, two-chamber filter tank (2) A chambers and B chambers
Centre is provided with wall (12), and the bottom of wall (12) is provided with A chambers and B chambers intercommunicating pore (9), and the edge outside the B chambers of two-chamber filter tank (2) is
Overfall (13), overfall (13) is connected with storage pool (8), and storage pool (8) is suitable for reading to be provided with overflow pipe (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620927610.0U CN206298423U (en) | 2016-08-17 | 2016-08-17 | Large-scale anaerobic-aerobic integrating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620927610.0U CN206298423U (en) | 2016-08-17 | 2016-08-17 | Large-scale anaerobic-aerobic integrating device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206298423U true CN206298423U (en) | 2017-07-04 |
Family
ID=59203119
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620927610.0U Expired - Fee Related CN206298423U (en) | 2016-08-17 | 2016-08-17 | Large-scale anaerobic-aerobic integrating device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206298423U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106379994A (en) * | 2016-08-17 | 2017-02-08 | 高节义 | A large-scale anaerobic aerobic integrated device |
-
2016
- 2016-08-17 CN CN201620927610.0U patent/CN206298423U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106379994A (en) * | 2016-08-17 | 2017-02-08 | 高节义 | A large-scale anaerobic aerobic integrated device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170704 Termination date: 20200817 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |