CN105016582B - A kind of tower integrated sewage treating apparatus - Google Patents

A kind of tower integrated sewage treating apparatus Download PDF

Info

Publication number
CN105016582B
CN105016582B CN201510436321.0A CN201510436321A CN105016582B CN 105016582 B CN105016582 B CN 105016582B CN 201510436321 A CN201510436321 A CN 201510436321A CN 105016582 B CN105016582 B CN 105016582B
Authority
CN
China
Prior art keywords
pond
tower body
zone
fluid bed
shell
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.)
Active
Application number
CN201510436321.0A
Other languages
Chinese (zh)
Other versions
CN105016582A (en
Inventor
李华
胡登燕
杨子容
郑传勇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan Stong Omex Environmental Engineering Co Ltd
Original Assignee
Sichuan Stong Omex Environmental Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sichuan Stong Omex Environmental Engineering Co Ltd filed Critical Sichuan Stong Omex Environmental Engineering Co Ltd
Priority to CN201510436321.0A priority Critical patent/CN105016582B/en
Publication of CN105016582A publication Critical patent/CN105016582A/en
Application granted granted Critical
Publication of CN105016582B publication Critical patent/CN105016582B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater 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 invention belongs to technical field of sewage, a kind of tower integrated sewage treating apparatus is disclosed, accounts for that area is big for solving existing sewage disposal system, ground cost of investment is larger, it is impossible to the problem of suitable for enterprise less using 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 vulcanization bed biochemical zone includes big top and small bottom and is in round table-like shell, the shell is communicated with separator for mud and water, 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, the top of the filter material layer is provided with water leg, and the water leg is communicated with drainpipe.

Description

A kind of tower integrated sewage treating apparatus
Technical field
The invention belongs to technical field of sewage, a kind of tower integrated sewage treating apparatus is 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, such as 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 Belong to matter;Column includes mandrel and the corrosion-resistant heat-insulation layer being coated on the outside of mandrel, and mandrel is made up of metal, and the top of the mandrel 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 protected by corrosion-resistant 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 For 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, constitute from reoxygenation biological tank and constructed wetland bed, set in precipitation oil interceptor Have and elastic filler and water inlet pipe be provided with dividing plate and water inlet manifold, filler pond, have water hole between filler pond and retaining lifting pond, Retaining lifting has solar energy with the elevator pump powered by conventional energy being combined 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, is provided with from reoxygenation biological tank bottom of pond above aeration tube, packing layer and is provided with cloth Water pipe, water distributor is connected with riser, is connected from reoxygenation biological tank by perforated drain pipe with constructed wetland bed, 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 from reoxygenation biological tank by perforated drain pipe with Buffer Pool, 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, the anoxic denitrification for returned sludge and sewage reacts;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 processing;Batch-type swash plate sinks Shallow lake pond, is conducted with rear anoxic pond, and for mud-water separation processing 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 The problem of enterprise less using area, and a kind of tower integrated sewage treating apparatus is 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:
A kind of tower integrated sewage treating apparatus, it is characterised in that including tower body, the bottom of the tower body is provided with anaerobism There is anoxic pond pond, the top of the anaerobic pond through pipeline communication, and the top of the anoxic pond has fluid bed biochemical through pipeline communication Area, the fluid bed biochemical zone includes big top and small bottom and is in be communicated with mud-water separation on round table-like shell, the shell Device, settling zone is formed between the periphery of the shell and tower body, and the settling zone is provided with inclined tube filler, the inclined tube filler it is upper Side is provided with filter material layer, and the top of the filter material layer 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:
The tower integrated sewage treating apparatus of the present invention, including tower body, the bottom of the tower body are provided with anaerobic pond, described There is anoxic pond the top of anaerobic pond through pipeline communication, and there is fluid bed biochemical zone the top of the anoxic pond through pipeline communication, described Fluid bed biochemical zone includes big top and small bottom and is in be communicated with separator for mud and water on round table-like shell, the shell, described Settling zone is formed between the periphery of shell and tower body, the settling zone is provided with inclined tube filler, and the top of the inclined tube filler is provided with Filter material layer, the top of the filter material layer is provided with water leg, and the water leg is communicated with drainpipe.Sewage sequentially enter anaerobic pond, Anoxic pond, fluidized bed bio area, settling zone, then complete whole sewage disposal, the present invention has through inclined tube filler and filter material layer The characteristics of integration degree is high, floor space is small, can reduce ground cost of investment, be particularly suitable for use in using the small enterprise of area The use of industry.
The structure design of fluid bed biochemical zone of the present invention, the area of filter material layer can be improved to greatest extent, simultaneously simultaneously Larger suspended biological reaction compartment is formed in the bottom of fluid bed biochemical zone, the effect of sewage disposal is further improved, improved The practicality of the present invention.
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.
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, which 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, the top of the anoxic pond 12 has in fluid bed biochemical zone 1, fluid bed biochemical zone 1 through pipeline communication is provided with floating stuffing; The fluid bed biochemical zone 1 includes big top and small bottom and is in be communicated with mud-water separation on round table-like shell 3, the shell 3 Device 7, forms settling zone 4 between the periphery of the shell 3 and tower body, the settling zone 4 is provided with inclined tube filler 14, and the inclined tube is filled out The top of material 14 is provided with filter material layer 16, and the top of the filter material layer 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 12, fluidized bed bio area 1, settling zone 4, then through inclined tube filler 14 and filtrate Layer 16 completes whole sewage disposal, and the present invention has the characteristics of integration degree is high, floor space is small, can reduce ground investment Cost, is particularly suitable for use in the use using the small enterprise of area.
The structure design of fluid bed biochemical zone 1 of the present invention, the area of filter material layer 16 can be improved to greatest extent simultaneously; The space that larger suspended biological 15 reacts is formed at the bottom of fluid bed biochemical zone 1, is further improved the effect of sewage water filtration, is carried The practicality of the high present invention.
Suspended biological filler 6 is provided with the anaerobic pond 11 of the present invention, wherein suspended biological filler 6 belongs to prior art production 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, and the aeration tube 5 is through pipeline and is arranged on above tower body 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.
Offer in order to improve the practicality of the present 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 direction stream of the sewage along 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 State the top of anaerobic pond has anoxic pond through pipeline communication, and there are fluid bed biochemical zone, institute in the top of the anoxic pond through pipeline communication Stating fluid bed biochemical zone includes big top and small bottom and in round table-like shell, is communicated with separator for mud and water on the shell, institute State and settling zone is formed between the periphery of shell and tower body, the settling zone is provided with above inclined tube filler, the inclined tube filler and set There is filter material layer, the top of the filter material layer is provided with water leg, and 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 State the top of anaerobic pond has anoxic pond through pipeline communication, and there are fluid bed biochemical zone, institute in the top of the anoxic pond through pipeline communication Stating fluid bed biochemical zone includes big top and small bottom and in round table-like shell, is communicated with separator for mud and water on the shell, institute State and settling zone is formed between the periphery of shell and tower body, the settling zone is provided with above inclined tube filler, the inclined tube filler and set There is filter material layer, the top of the filter material layer is provided with water leg, and the water leg is communicated with drainpipe;Provided with outstanding in the anaerobic pond Pelagic organism filler.
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 Check valve is equipped on valve, the pipeline between the anoxic pond and fluid bed biochemical zone.

Claims (2)

1. a kind of tower integrated sewage treating apparatus, it is characterised in that including tower body, the bottom of the tower body is provided with anaerobism There is anoxic pond pond, the top of the anaerobic pond through pipeline communication, and the top of the anoxic pond has fluid bed biochemical through pipeline communication Area, the fluid bed biochemical zone includes big top and small bottom and is in round table-like shell, and the shell is communicated with separator for mud and water, 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 Provided with filter material layer, the top of the filter material layer is provided with water leg, and the water leg is communicated with drainpipe;It is provided with the anaerobic pond Suspended biological filler;The anaerobic pond and anoxic pond are equipped with mixer;The bottom of the fluid bed biochemical zone is provided with aeration tube, The aeration tube is connected through pipeline with the air blower being arranged on above tower body;The bottom of the settling zone is communicated with sludge reflux Pump, the outlet of the sludge reflux pump is connected through mud return line with fluid bed biochemical zone;Between the anaerobic pond and anoxic pond Pipeline on be equipped with check valve, the pipeline between the anoxic pond and fluid bed biochemical zone and be equipped with check valve.
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.
CN201510436321.0A 2015-07-23 2015-07-23 A kind of tower integrated sewage treating apparatus Active CN105016582B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510436321.0A CN105016582B (en) 2015-07-23 2015-07-23 A kind of tower integrated sewage treating apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510436321.0A CN105016582B (en) 2015-07-23 2015-07-23 A kind of tower integrated sewage treating apparatus

Publications (2)

Publication Number Publication Date
CN105016582A CN105016582A (en) 2015-11-04
CN105016582B true CN105016582B (en) 2017-07-14

Family

ID=54406961

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510436321.0A Active CN105016582B (en) 2015-07-23 2015-07-23 A kind of tower integrated sewage treating apparatus

Country Status (1)

Country Link
CN (1) CN105016582B (en)

Citations (4)

* Cited by examiner, † Cited by third party
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
CN204848588U (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

Patent Citations (4)

* Cited by examiner, † Cited by third party
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
CN204848588U (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

Also Published As

Publication number Publication date
CN105016582A (en) 2015-11-04

Similar Documents

Publication Publication Date Title
CN201530770U (en) Deepwater combination biological treatment facility
CN105016583A (en) Tower type integration sewage treatment device used for sewage treatment
CN109650645B (en) Integrated rural domestic sewage treatment equipment and sewage treatment method
CN104986917B (en) Landscape type integrated effluent disposal system
CN207713502U (en) A kind of regeneration effluent process system
CN102219336B (en) Comprehensive sewage treating device
CN103332834B (en) Manual ecological sewage treatment system suitable for villages and towns
CN206736035U (en) A kind of complex biological filter
CN105016580A (en) Sewage treatment plant classification deep treatment system
CN105016581B (en) Tower integrated sewage treating apparatus
CN201648114U (en) V-shaped biological aerated filter
CN207193043U (en) One kind has multistage impurity removal function municipal administration sewage disposal system
CN108675566A (en) A kind of small-sized integrated countryside sewage treatment equipment of double iris types
CN107935180A (en) A kind of domestic sewage in rural areas integrated equipment for wastewater treatment
CN107640828A (en) A kind of sewage-treatment plant
CN105016582B (en) A kind of tower integrated sewage treating apparatus
CN204848589U (en) A tower integrated sewage treatment device for sewage treatment
CN109942086B (en) MBR integration apparatus and its MBR sewage water treatment method with flexible diaphragm
CN105152465B (en) A kind of tower integrated treatment unit for sewage disposal
CN109592843A (en) A kind of tower integrated sewage treating apparatus
CN106167344A (en) Lake, river is gushed polluted bed mud and is processed mechanical dehydration multi-functional mud conditioner
CN104961288B (en) The sewage disposal system that ecological oxidation ditch is combined with ecological box wetland
CN204848590U (en) Tower integrative sewage treatment device
CN204848588U (en) Tower integrative sewage treatment device
CN203451279U (en) Activated sludge sewage treatment device

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