CN105016581B - Tower integrated sewage treating apparatus - Google Patents
Tower integrated sewage treating apparatus Download PDFInfo
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- CN105016581B CN105016581B CN201510436320.6A CN201510436320A CN105016581B CN 105016581 B CN105016581 B CN 105016581B CN 201510436320 A CN201510436320 A CN 201510436320A CN 105016581 B CN105016581 B CN 105016581B
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- pond
- fluid bed
- zone
- tower body
- shell
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
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- Biological Treatment Of Waste Water (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The invention belongs to technical field of sewage, a kind of tower integrated sewage treating apparatus are disclosed, area is accounted for greatly for solving existing sewage disposal system, ground cost of investment is larger, it is impossible to suitable for the problem using the less enterprise of area.The present invention includes tower body, the bottom of the tower body is provided with anaerobic pond, there is anoxic pond the top in the pressure oxygen pond through pipeline communication, there is fluid bed biochemical zone the top of the anoxic pond through pipeline communication, the fluid bed biochemical zone includes shell, separator for mud and water is communicated with the shell, settling zone is formed between the periphery of the shell and tower body, the settling zone is provided with inclined tube filler, the top of the inclined tube filler and filter material layer, water leg is provided with above the filter material layer, the water leg is communicated with drainpipe.
Description
Technical field
The invention belongs to technical field of sewage, a kind of tower integrated sewage treating apparatus are disclosed.
Background technology
At present, sewage disposal technology can be divided into physical processing techniques, physical chemistry treatment technology, biochemistry in general
Treatment technology and chemical treatment method, the document on sewage disposal is also more in the prior art, for example Application No.
201410556467.4 patent of invention discloses a kind of sewage disposal system, including：At least one sewage input channel, aeration
Pond, a water leg, at least one domatic inclined-plane；Drainage pipeline is connected with aeration tank, drainage pipeline is arranged at domatic inclined-plane
Top；Water leg is arranged at the bottom on domatic inclined-plane；At least one sewage output channel, sewage output channel is connected to water leg
Bottom, at least one filter element is arranged between domatic inclined-plane and water leg, or is arranged among water leg, in aeration tank
Also it is uniformly arranged convection column array；Convection column includes cover plate and column, and cover plate surfaces, and the upper surface of cover plate is dark gold
Category matter；Column includes mandrel and the corrosion-resistant heat-insulation layer that is coated on the outside of mandrel, and mandrel is made up of metal, and the mandrel top
The upper surface of cover plate is connected to, lower section is connected to water leg bottom of pond；The nearly bottom of pond end of mandrel is exposed, and remainder is by corrosion-resistant guarantor
Warm layer cladding, the nearly water leg bottom of mandrel is connected with a radiating part；Radiating part is made up of spherical thin metal covering；Filter element
It is microporous filter media.
The patent of invention of Application No. 201410513206.4 discloses a kind of family sewage disposal system, by being sequentially connected with
Precipitation oil interceptor, filler pond, retaining lifting pond, constituted from reoxygenation biological tank and constructed wetland bed, set in precipitation oil interceptor
There are dividing plate and water inlet manifold, elastic filler and water inlet pipe be provided with filler pond, have water hole between filler pond and retaining lifting pond,
Retaining lifting has solar energy with the elevator pump being combined powered by conventional energy in pond, and elevator pump is connected with riser, from reoxygenation biological tank
Packing layer is inside provided with, packing layer is followed successively by layer of sand, fine grained gravel layer and coarse granule gravel layer from top to bottom, it is biological from reoxygenation
Reoxygenation pipe and passage are provided with the pool wall of pond, reoxygenation biological tank bottom of pond is provided with aeration tube, cloth is provided with above packing layer
Water pipe, water distributor is connected with riser, is connected with constructed wetland bed by perforated drain pipe from reoxygenation biological tank, constructed wetland bed
Gravel layer is inside provided with, constructed wetland bed bottom is followed successively by geotechnological layer of cloth, density polyethylene film with high and clay compaction from top to bottom
Layer, constructed wetland bed bottom is provided with adjustable water outlet pipe, adjustable water outlet pipe be connected with reuse cistern or with local surface water body
It is connected；Retaining lifting is provided with the fluid level controller being engaged with elevator pump in pond；Reoxygenation biological tank is provided with preformed hole, account
Paulin is arranged in preformed hole；It is connected with Buffer Pool by perforated drain pipe from reoxygenation biological tank, Buffer Pool passes through constant current water outlet device
It is connected with constructed wetland bed；Lime stone or wollastonite are equipped with constructed wetland bed.
The patent of invention of Application No. 201510116668.7 discloses a kind of sewage disposal system, including pre- anoxic pond,
It is connected with inlet channel, for the anoxic denitrification reaction of returned sludge and sewage；Anaerobic pond, is connected with inlet channel,
And it is conducted with pre- scarce oxidation pond, anaerobic phosphorus release is carried out during for biochemical dephosphorization；Anoxic pond, is connected with inlet channel, and
And be conducted with anaerobic pond, for denitrification denitrogenation；Aerobic Pond, is conducted with anoxic pond, for organic matter degradation, organic nitrogen and
The absorption of Ammonia Nitrification, phosphorus；Anoxic pond, is conducted with Aerobic Pond afterwards, for simultaneous nitrification-denitrification treatment；Batch-type swash plate sinks
Shallow lake pond, is conducted with rear anoxic pond, and for mud-water separation treatment and the concentration of returned sludge, returned sludge is back to pre- anoxic
Pond.
However, current sewage disposal system is mostly horizontal, it is right because horizontal processing system floor space is larger
For some are using the less enterprise of area, horizontal sewage disposal system can not be used.
The content of the invention
The present invention accounts for that area is big to solve existing sewage disposal system, and ground cost of investment is larger, it is impossible to suitable for can
Using the problem of the less enterprise of area, and a kind of tower integrated sewage treating apparatus are provided, with the small spy of floor space
Point, can lower surface construction cost, while can be applied to using the less enterprise of area.
In order to solve the above technical problems, the technical solution adopted in the present invention is：
Tower integrated sewage treating apparatus, it is characterised in that including tower body, the bottom of the tower body is provided with anaerobic pond,
There is fluid bed biochemical zone the top of the anaerobic pond through the top that pipeline communication has anoxic pond, the anoxic pond through pipeline communication,
The fluid bed biochemical zone includes shell, separator for mud and water is communicated with the shell, between the periphery of the shell and tower body
Form settling zone, the settling zone is provided with inclined tube filler, be provided with filter material layer above the inclined tube filler, the filter material layer it is upper
Side is provided with water leg, and the water leg is communicated with drainpipe.
Suspended biological filler is provided with the anaerobic pond.
The anaerobic pond and anoxic pond are equipped with mixer.
The bottom of the fluid bed biochemical zone is provided with aeration tube, and the aeration tube is through pipeline and the drum being arranged on above tower body
Blower fan is connected.
The bottom of the settling zone is communicated with sludge reflux pump, and the outlet of the sludge reflux pump is through mud return line and stream
Change the connection of bed biochemical zone.
The angle of inclination of the inclined tube filler is 50-70 °.
The access hole for being overhauled to anaerobic pond and anoxic pond is offered on the tower body.
Be equipped with check valve on pipeline between the anaerobic pond and anoxic pond, the anoxic pond and fluid bed biochemical zone it
Between pipeline on be equipped with check valve.
Compared with prior art, the invention has the advantages that：
Tower integrated sewage treating apparatus of the invention, including tower body, the bottom of the tower body are provided with anaerobic pond, described
There is fluid bed biochemical zone the top of anaerobic pond through the top that pipeline communication has anoxic pond, the anoxic pond through pipeline communication, described
Fluid bed biochemical zone includes shell, and separator for mud and water is communicated with the shell, is formed between the periphery of the shell and tower body
Settling zone, the settling zone is provided with inclined tube filler, and filter material layer is provided with above the inclined tube filler, is set above the filter material layer
There is water leg, the water leg is communicated with drainpipe.Sewage sequentially enters anaerobic pond, anoxic pond, vulcanization bed biotic division, precipitation
Area, then completes whole sewage disposal through inclined tube filler and filter material layer, and the present invention has that integration degree is high, floor space is small
Feature, can reduce ground cost of investment, be particularly well-suited to the use using the small enterprise of area.
Brief description of the drawings
Fig. 1 is the structural representation of one embodiment of the invention；
Marked in figure：1st, fluid bed biochemical zone, 2, water inlet pipe, 3, shell, 4, settling zone, 5, aeration tube, 6, suspended biological
Filler, 7, separator for mud and water, 8, sludge reflux pump, 9, water leg, 10, access hole, 11, anaerobic pond, 12, anoxic pond, 13, water outlet
Pipe, 14, inclined tube filler, 15, suspended biological, 16, filter material layer, 17, air blower, 18, check valve, 19, mixer, 20, sludge returns
Flow tube.
Specific embodiment
With reference to embodiment, the invention will be further described, and described embodiment is only a part of the invention
Embodiment, is not whole embodiments.Based on the embodiment in the present invention, one of ordinary skill in the art is not making
Other embodiments used obtained under the premise of creative work, belong to protection scope of the present invention.
With reference to accompanying drawing, tower integrated sewage treating apparatus of the invention, including tower body, the bottom of the tower body is provided with detests
Oxygen pond 11, anaerobic pond 11 is connected through the source of sewage outside water inlet pipe, and there is anoxic pond the top of the anaerobic pond 11 through pipeline communication
12, there is fluid bed biochemical zone 1 top of the anoxic pond 12 through pipeline communication, and vulcanization bed biochemical zone 1 is interior to be provided with floating stuffing；
The shell 3 of the vulcanization bed biochemical zone 1, is communicated with separator for mud and water 7, between the periphery of the shell 3 and tower body on the shell 3
Settling zone 4 is formed, the settling zone 4 is provided with inclined tube filler 14, and the top of the inclined tube filler 14 is provided with filter material layer 16, the filter
The top of the bed of material 16 is provided with water leg 9, and the water leg 9 is communicated with drainpipe 13.Sewage sequentially enters anaerobic pond 11, anoxic pond
12nd, vulcanization bed biotic division 1, settling zone 4, then complete whole sewage disposal, present invention tool through inclined tube filler 14 and filter material layer 16
There is the characteristics of integration degree is high, floor space is small, ground cost of investment can be reduced, be particularly well-suited to small using area
The use of enterprise.
Suspended biological filler 6 is provided with anaerobic pond of the invention 11, wherein suspended biological filler 6 belongs to prior art product
Product, those skilled in the art is appreciated and understood that, will not be repeated here..
In order to improve the effect reacted in anaerobic pond and anoxic pond, anaerobic pond 11 and anoxic pond 12 are equipped with mixer 19.
The bottom of the fluid bed biochemical zone 1 is provided with aeration tube 5, the aeration tube 5 through pipeline be arranged on tower body top
Air blower 17 connect.
The bottom of the settling zone 4 is communicated with sludge reflux pump 8, and the outlet of the sludge reflux pump 8 is through mud return line
20 connect with fluid bed biochemical zone 1, are easy to be circulated the sludge of settling zone.
The angle of inclination of the inclined tube filler 14 is 50-70 °, and inclined tube filler 14 belongs to prior art products, this area
Technical staff is appreciated and understood that, will not be repeated here.
Offered in order to improve practicality of the invention, on tower body for being overhauled to anaerobic pond 11 and anoxic pond 12
Access hole 10.
Check valve 18, the anoxic pond 12 and fluid bed are equipped on pipeline between the anaerobic pond 11 and anoxic pond 12
Check valve 18 is equipped on pipeline between biochemical zone 1, by setting check valve, is easy to ensure that sewage flows along the direction of setting
It is dynamic.
Embodiment one
The tower integrated sewage treating apparatus of the present embodiment, including tower body, the bottom of the tower body are provided with anaerobic pond, institute
There are fluid bed biochemical zone, institute in the top for stating anaerobic pond through the top that pipeline communication has anoxic pond, the anoxic pond through pipeline communication
Stating fluid bed biochemical zone includes shell, and separator for mud and water, shape between the periphery of the shell and tower body are communicated with the shell
Into settling zone, the settling zone is provided with inclined tube filler, the top of the inclined tube filler and filter material layer, is set above the filter material layer
There is water leg, the water leg is communicated with drainpipe.
Embodiment two
The tower integrated sewage treating apparatus of the present embodiment, including tower body, the bottom of the tower body are provided with anaerobic pond, institute
There are fluid bed biochemical zone, institute in the top for stating anaerobic pond through the top that pipeline communication has anoxic pond, the anoxic pond through pipeline communication
Stating fluid bed biochemical zone includes shell, and separator for mud and water, shape between the periphery of the shell and tower body are communicated with the shell
Into settling zone, the settling zone is provided with inclined tube filler, and filter material layer, the top of the filter material layer are provided with above the inclined tube filler
Water leg is provided with, the water leg is communicated with drainpipe；Suspended biological filler is provided with the anaerobic pond.
Embodiment three
On the basis of embodiment one or embodiment two, the anaerobic pond and anoxic pond are equipped with mixer.
Example IV
On the basis of any of the above-described embodiment, the bottom of the fluid bed biochemical zone is provided with aeration tube, the aeration
Pipe is connected through pipeline with the air blower being arranged on above tower body.
Embodiment five
On the basis of any of the above-described embodiment, the bottom of the settling zone is communicated with sludge reflux pump, the sludge
The outlet of reflux pump is connected through mud return line with fluid bed biochemical zone.
Embodiment six
On the basis of any of the above-described embodiment, the angle of inclination of the inclined tube filler is 50-70 °.
Embodiment seven
On the basis of any of the above-described embodiment, offered on the tower body for being examined to anaerobic pond and anoxic pond
The access hole repaiied.
Embodiment eight
On the basis of any of the above-described embodiment, it is equipped on the pipeline between the anaerobic pond and anoxic pond unidirectional
Valve, check valve is equipped on the pipeline between the anoxic pond and fluid bed biochemical zone.
Claims (2)
1. tower integrated sewage treating apparatus, it is characterised in that including tower body, the bottom of the tower body is provided with anaerobic pond, institute
There are fluid bed biochemical zone, institute in the top for stating anaerobic pond through the top that pipeline communication has anoxic pond, the anoxic pond through pipeline communication
Stating fluid bed biochemical zone includes shell, and separator for mud and water, shape between the periphery of the shell and tower body are communicated with the shell
Into settling zone, the settling zone is provided with inclined tube filler, and filter material layer, the top of the filter material layer are provided with above the inclined tube filler
Water leg is provided with, the water leg is communicated with drainpipe；Suspended biological filler is provided with the anaerobic pond；The anaerobic pond and lack
Oxygen pond is equipped with mixer；The bottom of the fluid bed biochemical zone is provided with aeration tube, the aeration tube through pipeline be arranged on tower
Air blower connection above body；The bottom of the settling zone is communicated with sludge reflux pump, and the outlet of the sludge reflux pump is through dirt
Mud return duct is connected with fluid bed biochemical zone；Check valve is equipped on pipeline between the anaerobic pond and anoxic pond, it is described to lack
Check valve is equipped on pipeline between oxygen pond and fluid bed biochemical zone.
2. tower integrated sewage treating apparatus according to claim 1, it is characterised in that offer use on the tower body
In the access hole overhauled to anaerobic pond and anoxic pond.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510436320.6A CN105016581B (en) | 2015-07-23 | 2015-07-23 | Tower integrated sewage treating apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510436320.6A CN105016581B (en) | 2015-07-23 | 2015-07-23 | Tower integrated sewage treating apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105016581A CN105016581A (en) | 2015-11-04 |
| CN105016581B true CN105016581B (en) | 2017-05-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510436320.6A Active CN105016581B (en) | 2015-07-23 | 2015-07-23 | Tower integrated sewage treating apparatus |
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| Country | Link |
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| CN (1) | CN105016581B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107265784A (en) * | 2017-08-08 | 2017-10-20 | 江苏明洲环保工程有限公司 | Multi-layer combined sewage-treatment plant |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4419621A1 (en) * | 1994-06-03 | 1995-12-07 | Heinz Dipl Ing Harrendorf | Process and assembly for elimination of cpds. from effluent water in two=stage process |
| CN102424468A (en) * | 2011-10-27 | 2012-04-25 | 济南精诚环保工程有限公司 | Integrated high-efficiency energy saving sewage disposal device |
| CN204661511U (en) * | 2015-05-26 | 2015-09-23 | 四川长河环保工程有限公司 | A kind of laminated type integrated sewage treating apparatus |
| CN204848590U (en) * | 2015-07-23 | 2015-12-09 | 四川四通欧美环境工程有限公司 | Tower integrative sewage treatment device |
-
2015
- 2015-07-23 CN CN201510436320.6A patent/CN105016581B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4419621A1 (en) * | 1994-06-03 | 1995-12-07 | Heinz Dipl Ing Harrendorf | Process and assembly for elimination of cpds. from effluent water in two=stage process |
| CN102424468A (en) * | 2011-10-27 | 2012-04-25 | 济南精诚环保工程有限公司 | Integrated high-efficiency energy saving sewage disposal device |
| CN204661511U (en) * | 2015-05-26 | 2015-09-23 | 四川长河环保工程有限公司 | A kind of laminated type integrated sewage treating apparatus |
| CN204848590U (en) * | 2015-07-23 | 2015-12-09 | 四川四通欧美环境工程有限公司 | Tower integrative sewage treatment device |
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| CN105016581A (en) | 2015-11-04 |
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