CN105016581A - Tower type integrated sewage treatment device - Google Patents
Tower type integrated sewage treatment device Download PDFInfo
- Publication number
- CN105016581A CN105016581A CN201510436320.6A CN201510436320A CN105016581A CN 105016581 A CN105016581 A CN 105016581A CN 201510436320 A CN201510436320 A CN 201510436320A CN 105016581 A CN105016581 A CN 105016581A
- Authority
- CN
- China
- Prior art keywords
- pond
- integrated sewage
- tower
- treating apparatus
- tower body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
Landscapes
- Biological Treatment Of Waste Water (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The present invention belongs to the technical field of sewage treatment, discloses a tower type integrated sewage treatment device, and aims to solve the problems of large sewage treatment system accounting area, larger ground investment costs and unsuitability for enterprises with smaller available areas. The tower type integrated sewage treatment device includes a tower body, the bottom end of the tower body is provided with an anaerobic tank, the upper part of the anaerobic tank is in communication with an anoxic pond by a pipe, the upper part of the anoxic pond is in communication with a fluidized bed biochemical area by a pipe, the fluidized bed biochemical area includes a housing, a mud separator is in communication with the housing, a precipitate zone is formed between the periphery of the housing and the tower body, the precipitate zone is provided with an inclined tube filler, a filter layer is arranged above the inclined tube filler, a water collecting tank is arranged above the filter layer, and the water collecting tank is in communication with a water drainage pipe.
Description
Technical field
The invention belongs to technical field of sewage, disclose a kind of tower integrated sewage treating apparatus.
Background technology
At present, sewage disposal technology can be divided into physical processing techniques, physical chemistry treatment technology, biochemistry treatment technology and chemical treatment method in general, also more about the document of sewage disposal in prior art, such as application number be 201410556467.4 patent of invention disclose a kind of Sewage treatment systems, comprise: at least one sewage input channel, aeration tank, a water leg, at least one domatic inclined-plane; Aeration tank is connected with drainage pipeline, and drainage pipeline is arranged at the top on domatic inclined-plane; Water leg is arranged at the bottom on domatic inclined-plane; At least one sewage output channel, sewage output channel is connected to bottom water leg, at least one filtering unit, is arranged between domatic inclined-plane and water leg, or is arranged among water leg, also evenly arranges convection column array in aeration tank; Convection column comprises cover plate and column, and cover plate surfaces, and the upper surface of cover plate is dark metal matter; Column comprises mandrel and is coated on the corrosion-resistant thermal insulation layer outside mandrel, and mandrel is made up of metal, and the top of this mandrel is connected to the upper surface of cover plate, and below is connected at the bottom of water leg pond; The bottom, nearly pond of mandrel is exposed, and rest part is coated by corrosion-resistant thermal insulation layer, and the nearly water leg bottom of mandrel is connected with a radiating part; Radiating part is made up of spherical thin metal covering; Filtering unit is microporous filter media.
Application number be 201410513206.4 patent of invention disclose a kind of family Sewage treatment systems, by the precipitation oil trap connected in turn, filler pond, retaining promotes pond, from reoxygenation biological tank and constructed wetland bed composition, dividing plate and water inlet manifold is provided with in precipitation oil trap, elastic filler and water inlet pipe is provided with in filler pond, filler pond and retaining promote between pond water hole, retaining promotes in pond sun power and the lift pump combined powered by conventional energy, lift pump is connected with riser tube, packing layer is provided with in reoxygenation biological tank, packing layer is followed successively by layer of sand from top to bottom, fine particle gravel bed and coarse particles gravel bed, reoxygenation pipe and ventilating pit is provided with on reoxygenation biological tank pool wall, aeration tube is provided with at the bottom of reoxygenation biological tank pond, water distributor is provided with above packing layer, water distributor is connected with riser tube, be connected with constructed wetland bed by perforated drain pipe from reoxygenation biological tank, gravel bed is provided with in constructed wetland bed, geotechnological layer of cloth is followed successively by from top to bottom bottom constructed wetland bed, density polyethylene film with high and clay compaction layer, adjustable water outlet pipe is provided with bottom constructed wetland bed, adjustable water outlet pipe is connected with reuse water reservoir or is connected with local surface water body, retaining promotes in pond and is provided with the fluid level controller matched with lift pump, reoxygenation biological tank is provided with pre-opened hole, and tent is arranged in pre-opened hole, be connected with Buffer Pool by perforated drain pipe from reoxygenation biological tank, Buffer Pool is connected with constructed wetland bed by constant current water outlet device, Wingdale or wollastonite is equipped with in constructed wetland bed.
Application number be 201510116668.7 patent of invention disclose a kind of Sewage treatment systems, comprise pre-anoxic pond, be connected with inlet channel, for the anoxic denitrification reaction of returned sluge and sewage; Anaerobic pond, is connected with inlet channel, and is conducted, for carrying out anaerobic phosphorus release during biochemical dephosphorization with the pre-oxidation pond that lacks; Anoxic pond, is connected with inlet channel, and is conducted with anaerobic pond, for denitrification denitrogenation; Aerobic Pond, is conducted with anoxic pond, for the absorption of organic matter degradation, organonitrogen and Ammonia Nitrification, phosphorus; Rear anoxic pond, is conducted with Aerobic Pond, for simultaneous nitrification-denitrification process; Sequence batch (inclined-plate clarifying basin, is conducted with rear anoxic pond, concentrated for mud-water separation process and returned sluge, and returned sluge is back to pre-anoxic pond.
But current Sewage treatment systems is mostly horizontal, because horizontal treatment system floor space is comparatively large, can utilize for some the enterprise that area is less, horizontal Sewage treatment systems can not use.
Summary of the invention
In order to solve existing Sewage treatment systems, to account for area large in the present invention, ground cost of investment is larger, can not be applicable to utilize the problem of the enterprise that area is less, and a kind of tower integrated sewage treating apparatus is provided, have the advantages that floor space is little, surface construction cost can be lowered, the enterprise that area can be utilized less can be applicable to simultaneously.
For solving the problems of the technologies described above, the technical solution adopted in the present invention is:
Tower integrated sewage treating apparatus, it is characterized in that, comprise tower body, the bottom of described tower body is provided with anaerobic pond, there is anoxic pond the top in described pressure oxygen pond through pipeline communication, there is fluidized-bed biochemical zone the top of described anoxic pond through pipeline communication, described fluidized-bed biochemical zone comprises shell, described shell is communicated with separator for mud and water, form settling region between the periphery of described shell and tower body, described settling region is provided with inclined tube filler, the top of described inclined tube filler and filter material layer, the top of described filter material layer is provided with water leg, and described water leg is communicated with water shoot.
Suspended biological filler is provided with in described anaerobic pond.
Described anaerobic pond and anoxic pond are equipped with stirrer.
The bottom of described fluidized-bed biochemical zone is provided with aeration tube, and described aeration tube is communicated with the gas blower be arranged on above tower body through pipeline.
The bottom of described settling region is communicated with sludge reflux pump, and described sludge reflux pump outlet is communicated with fluidized-bed biochemical zone through mud return line.
The angle of inclination of described inclined tube filler is 50-70 °.
Described tower body offers the access hole for overhauling anaerobic pond and anoxic pond.
Pipeline between described anaerobic pond and anoxic pond is equipped with check valve, the pipeline between described anoxic pond and fluidized-bed biochemical zone is equipped with check valve.
Compared with prior art, the present invention has following beneficial effect:
Tower integrated sewage treating apparatus of the present invention, comprise tower body, the bottom of described tower body is provided with anaerobic pond, there is anoxic pond the top in described pressure oxygen pond through pipeline communication, there is fluidized-bed biochemical zone the top of described anoxic pond through pipeline communication, described fluidized-bed biochemical zone comprises shell, described shell is communicated with separator for mud and water, settling region is formed between the periphery of described shell and tower body, described settling region is provided with inclined tube filler, the top of described inclined tube filler and filter material layer, the top of described filter material layer is provided with water leg, and described water leg is communicated with water shoot.Sewage enters anaerobic pond, anoxic pond, vulcanization bed biotic district, settling region successively, then whole sewage disposal is completed through inclined tube filler and filter material layer, the present invention has the advantages that integration degree is high, occupation of land space is little, ground cost of investment can be reduced, be specially adapted to utilize the use of the enterprise that area is little.
Accompanying drawing explanation
Fig. 1 is the structural representation of one embodiment of the invention;
Mark in figure: 1, fluidized-bed biochemical zone, 2, water inlet pipe, 3, shell, 4, settling region, 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, rising pipe, 14, inclined tube filler, 15, suspended biological, 16, filter material layer, 17, gas blower, 18, check valve, 19, stirrer, 20, mud return line.
Embodiment
Below in conjunction with embodiment, the invention will be further described, and described embodiment is only the present invention's part embodiment, is not whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making other embodiments used obtained under creative work prerequisite, belongs to protection scope of the present invention.
By reference to the accompanying drawings, tower integrated sewage treating apparatus of the present invention, comprise tower body, the bottom of described tower body is provided with anaerobic pond 11, the source of sewage of anaerobic pond 11 through water inlet pipe outside is communicated with, there is anoxic pond 12 top in described pressure oxygen pond 11 through pipeline communication, and there is fluidized-bed biochemical zone 1 top of described anoxic pond 12 through pipeline communication, is provided with floating stuffing in vulcanization bed biochemical zone 1; Described vulcanization bed biochemical zone 1 shell 3, described shell 3 is communicated with separator for mud and water 7, settling region 4 is formed between the periphery of described shell 3 and tower body, described settling region 4 is provided with inclined tube filler 14, the top of described inclined tube filler 14 and filter material layer 16, the top of described filter material layer 16 is provided with water leg 9, and described water leg 9 is communicated with water shoot 13.Sewage enters anaerobic pond 11, anoxic pond 12, vulcanization bed biotic district 1, settling region 4 successively, then whole sewage disposal is completed through inclined tube filler 14 and filter material layer 16, the present invention has the advantages that integration degree is high, occupation of land space is little, ground cost of investment can be reduced, be specially adapted to utilize the use of the enterprise that area is little.
Be provided with suspended biological filler 6 in anaerobic pond 11 of the present invention, wherein suspended biological filler 6 belongs to prior art products, and those skilled in the art understands and understands, and does not repeat them here.。
In order to improve the effect of reacting in anaerobic pond and anoxic pond, anaerobic pond 11 and anoxic pond 12 are equipped with stirrer 19.
The bottom of described fluidized-bed biochemical zone 1 is provided with aeration tube 5, and described aeration tube 5 is communicated with the gas blower 17 be arranged on above tower body through pipeline.
The bottom of described settling region 4 is communicated with sludge reflux pump 8, and the outlet of described sludge reflux pump 8 is communicated with fluidized-bed biochemical zone 1 through mud return line 20, is convenient to circulate to the mud of settling region.
The angle of inclination of described inclined tube filler 14 is 50-70 °, and inclined tube filler 14 belongs to prior art products, and those skilled in the art understands and understands, and does not repeat them here.
In order to improve practicality of the present invention, tower body offers the access hole 10 for overhauling anaerobic pond 11 and anoxic pond 12.
Pipeline between described anaerobic pond 11 and anoxic pond 12 being equipped with check valve 18, the pipeline between described anoxic pond 12 and fluidized-bed biochemical zone 1 is equipped with check valve 18, by arranging check valve, being convenient to ensure the direction flowing of sewage along setting.
Embodiment one
The tower integrated sewage treating apparatus of the present embodiment, comprise tower body, the bottom of described tower body is provided with anaerobic pond, there is anoxic pond the top in described pressure oxygen pond through pipeline communication, there is fluidized-bed biochemical zone the top of described anoxic pond through pipeline communication, described fluidized-bed biochemical zone comprises shell, described shell is communicated with separator for mud and water, settling region is formed between the periphery of described shell and tower body, described settling region is provided with inclined tube filler, the top of described inclined tube filler and filter material layer, the top of described filter material layer is provided with water leg, and described water leg is communicated with water shoot.
Embodiment two
The tower integrated sewage treating apparatus of the present embodiment, comprise tower body, the bottom of described tower body is provided with anaerobic pond, there is anoxic pond the top in described pressure oxygen pond through pipeline communication, there is fluidized-bed biochemical zone the top of described anoxic pond through pipeline communication, described fluidized-bed biochemical zone comprises shell, described shell is communicated with separator for mud and water, settling region is formed between the periphery of described shell and tower body, described settling region is provided with inclined tube filler, the top of described inclined tube filler and filter material layer, the top of described filter material layer is provided with water leg, and described water leg is communicated with water shoot; Suspended biological filler is provided with in described anaerobic pond.
Embodiment three
On the basis of embodiment one or embodiment two, described anaerobic pond and anoxic pond are equipped with stirrer.
Embodiment four
On the basis of above-mentioned any embodiment, the bottom of described fluidized-bed biochemical zone is provided with aeration tube, and described aeration tube is communicated with the gas blower be arranged on above tower body through pipeline.
Embodiment five
On the basis of above-mentioned any embodiment, the bottom of described settling region is communicated with sludge reflux pump, and described sludge reflux pump outlet is communicated with fluidized-bed biochemical zone through mud return line.
Embodiment six
On the basis of above-mentioned any embodiment, the angle of inclination of described inclined tube filler is 50-70 °.
Embodiment seven
On the basis of above-mentioned any embodiment, described tower body offers the access hole for overhauling anaerobic pond and anoxic pond.
Embodiment eight
On the basis of above-mentioned any embodiment, the pipeline between described anaerobic pond and anoxic pond is equipped with check valve, the pipeline between described anoxic pond and fluidized-bed biochemical zone is equipped with check valve.
Claims (8)
1. tower integrated sewage treating apparatus, it is characterized in that, comprise tower body, the bottom of described tower body is provided with anaerobic pond, there is anoxic pond the top in described pressure oxygen pond through pipeline communication, there is fluidized-bed biochemical zone the top of described anoxic pond through pipeline communication, described fluidized-bed biochemical zone comprises shell, described shell is communicated with separator for mud and water, form settling region between the periphery of described shell and tower body, described settling region is provided with inclined tube filler, the top of described inclined tube filler and filter material layer, the top of described filter material layer is provided with water leg, and described water leg is communicated with water shoot.
2. tower integrated sewage treating apparatus according to claim 1, is characterized in that, is provided with suspended biological filler in described anaerobic pond.
3. tower integrated sewage treating apparatus according to claim 2, is characterized in that, described anaerobic pond and anoxic pond are equipped with stirrer.
4. tower integrated sewage treating apparatus according to claim 3, is characterized in that, the bottom of described fluidized-bed biochemical zone is provided with aeration tube, and described aeration tube is communicated with the gas blower be arranged on above tower body through pipeline.
5. tower integrated sewage treating apparatus according to claim 4, is characterized in that, the bottom of described settling region is communicated with sludge reflux pump, and described sludge reflux pump outlet is communicated with fluidized-bed biochemical zone through mud return line.
6., according to the arbitrary described tower integrated sewage treating apparatus of claim 1-5, it is characterized in that, the angle of inclination of described inclined tube filler is 50-70 °.
7. tower integrated sewage treating apparatus according to claim 6, is characterized in that, described tower body offers the access hole for overhauling anaerobic pond and anoxic pond.
8. tower integrated sewage treating apparatus according to claim 6, is characterized in that, the pipeline between described anaerobic pond and anoxic pond is equipped with check valve, and the pipeline between described anoxic pond and fluidized-bed biochemical zone is equipped with check valve.
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 true CN105016581A (en) | 2015-11-04 |
| CN105016581B CN105016581B (en) | 2017-05-31 |
Family
ID=54406960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510436320.6A Active CN105016581B (en) | 2015-07-23 | 2015-07-23 | Tower integrated sewage treating apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105016581B (en) |
Cited By (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 |
Cited By (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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105016581B (en) | 2017-05-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104045156B (en) | Integrated high-efficiency self-supported denitrification reactor | |
| CN105016583A (en) | Tower type integration sewage treatment device used for sewage treatment | |
| CN109650645B (en) | Integrated rural domestic sewage treatment equipment and sewage treatment method | |
| CN102260021A (en) | Process and device for deep denitrogenation of domestic wastewater without additional carbon source | |
| CN201530770U (en) | Deepwater combination biological treatment facility | |
| CN103979750B (en) | Reactor for sewage treatment and phosphorus recovery and method for recovering phosphorus by using same | |
| CN104986917B (en) | Landscape type integrated effluent disposal system | |
| CN103539324B (en) | Biological ceramsite device for deeply treating domestic wastewater as well as process thereof | |
| CN101585607B (en) | Preparation method for substrate of vertical-flow constructed wetlands | |
| CN105016580A (en) | Sewage treatment plant classification deep treatment system | |
| CN103979681A (en) | Nitrification/denitrification integrated rural domestic sewage treatment system | |
| CN203781915U (en) | Nitrification and denitrification integrated rural domestic sewage treatment system | |
| CN204848589U (en) | A tower integrated sewage treatment device for sewage treatment | |
| CN102745869B (en) | Composite constructed wetland system for sewage treatment and ecological restoration | |
| CN204848590U (en) | Tower integrative sewage treatment device | |
| CN204848588U (en) | Tower integrative sewage treatment device | |
| CN105016581A (en) | Tower type integrated sewage treatment device | |
| CN109775936A (en) | A kind of low energy consumption domestic sewage processing system | |
| CN205687646U (en) | High-efficient filter pool device for denitrogenation dephosphorizing | |
| CN212127901U (en) | Sequencing batch type composite nitrogen and phosphorus removal sewage treatment device | |
| CN105152465A (en) | Tower type integrated treatment device for sewage treatment | |
| CN105016582A (en) | Tower type integrated sewage treatment device | |
| CN205011589U (en) | Catalytic oxidation sewage treatment system | |
| CN104355396B (en) | Type sequence intermittent biofiltration particle reaction device and technique thereof | |
| CN109592843A (en) | A kind of tower integrated sewage treating apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |