CN206337078U - A kind of anaerobism carrier biofilm waste water treatment reactor - Google Patents
A kind of anaerobism carrier biofilm waste water treatment reactor Download PDFInfo
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- CN206337078U CN206337078U CN201620946107.XU CN201620946107U CN206337078U CN 206337078 U CN206337078 U CN 206337078U CN 201620946107 U CN201620946107 U CN 201620946107U CN 206337078 U CN206337078 U CN 206337078U
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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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E50/00—Technologies for the production of fuel of non-fossil origin
- Y02E50/30—Fuel from waste, e.g. synthetic alcohol or diesel
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Abstract
The utility model discloses a kind of anaerobism carrier biofilm waste water treatment reactor, including：Reactor assembly, for handling waste water；And deck, for reactor assembly to be fixed on into support.Anaerobism carrier biofilm waste water treatment reactor low cost of the present utility model, the efficiency high of sewage disposal, wide market highly carries out promotion and application in sewage treatment area.
Description
Technical field
The utility model belongs to sewage-treatment plant technical field, more particularly to a kind of anaerobism carrier biofilm wastewater treatment
Reactor.
Background technology
Membrane bioreactor (MBR) technique is the New Wastewater Treatment Technology that membrane separation technique is organically combined with biotechnology
Art.It is retained the activated sludge and larger molecular organics matter in biochemical reaction tank using membrane separation plant, saves second pond.
Therefore activated sludge concentration is greatly improved, and hydraulic detention time (HRT) and sludge retention time (SRT) can be controlled respectively, and
The material of difficult degradation constantly reacts, degraded in the reactor.Therefore, membrane bioreactor (MBR) technique passes through membrane separation technique
The function of bioreactor is enhanced significantly.It is current most promising wastewater treatment compared with traditional bioremediation
One of new technology.
Existing biomembrane treatment reactor is expensive, is unfavorable for the promotion and application of sewage disposal technology.
The information for being disclosed in the background section is merely intended to increase the understanding to general background of the present utility model, and
It is not construed as recognizing or implies that the information structure has been existing well known to persons skilled in the art in any form
Technology.
Utility model content
The purpose of this utility model is to provide a kind of anaerobism carrier biofilm waste water treatment reactor, so as to overcome existing
The expensive shortcoming of biomembrane waste water treatment reactor.
To achieve the above object, the utility model provides a kind of anaerobism carrier biofilm waste water treatment reactor, including：
Reactor assembly, for handling waste water；And deck, for reactor assembly to be fixed on into support.
Preferably, described reactor assembly is cylinder.
Preferably, described reactor assembly, its bottom is provided with mud discharging mouth, is controlled sludge or come off by valve
Outside biomembrane discharge reactor assembly；Water intake, for pending waste water to be introduced in reactor assembly；And it is permanent
Lukewarm water mouthful.
Preferably, the inside of described reactor assembly is provided with packing layer, and for placing filler, the bottom of packing layer is provided with
Screen cloth, for supporting filler.
Preferably, described reactor assembly is formed around observation/sample tap, and detection process sewage is carried out for sampling
Indices.
Preferably, the quantity of described observation/sample tap is 3-5.
Preferably, the outer layer of described reactor assembly is provided with constant temperature water leg, for loading thermostatted water, to ensure reaction
The reaction temperature of device device, thermostatted water water inlet is located at the bottom of reactor assembly, and thermostatted water delivery port is located at reactor assembly
Top.
Preferably, the top of described reactor assembly is provided with exhaust outlet, and the biogas for reactor assembly to be obtained is arranged
Go out；Wastewater effluent mouthful, for the waste water after processing to be discharged；And three phase separator, for by biogas, suspended sludge and waste water
Separation.
Compared with prior art, the utility model has the advantages that：
Anaerobism carrier biofilm waste water treatment reactor low cost of the present utility model, the efficiency high of sewage disposal, market
Have a extensive future, highly carry out promotion and application in sewage treatment area.
Brief description of the drawings
Fig. 1 is the structural representation according to anaerobic organism film waste water treatment reactor of the present utility model；
Main Reference Numerals explanation：
1- mud discharging mouths；2- thermostatted water water inlets；3- water intakes；4- thermostatted water delivery ports；5- wastewater effluents mouthful；6- is arranged
Gas port；7- three phase separators；8- constant temperature water legs；9th, 10,11- observations/sample tap；12- packing layers；13- decks；14- valves.
Embodiment
Below in conjunction with the accompanying drawings, embodiment of the present utility model is described in detail, it is to be understood that this practicality
New protection domain is not limited by embodiment.
Explicitly indicated that unless otherwise other, otherwise in entire disclosure and claims, term " comprising " or its change
Change such as "comprising" or " including " etc. and will be understood to comprise stated element or part, and do not exclude other members
Part or other parts.
Fig. 1 shows a kind of anaerobism carrier biofilm waste water treatment reactor according to the utility model preferred embodiment
Structural representation, including：Reactor assembly, for handling waste water；And deck 13, for reactor assembly to be consolidated
It is scheduled on support；Described reactor assembly is cylinder.
Described reactor assembly, its bottom is provided with mud discharging mouth 1, is controlled sludge or the biology come off by valve 14
Outside film discharge reactor assembly；Water intake 3, for pending waste water to be introduced in reactor assembly；And constant temperature
Water water inlet 2；The inside of described reactor assembly is provided with packing layer 12, and for placing filler, the bottom of packing layer is provided with sieve
Net, for supporting filler.
Described reactor assembly is formed around observation/sample tap 9-11, and detection process sewage is carried out for sampling
Indices；The quantity of described observation/sample tap is 3-5.
The outer layer of described reactor assembly is provided with constant temperature water leg 8, for loading thermostatted water, to ensure reactor assembly
Reaction temperature, thermostatted water water inlet 2 be located at reactor assembly bottom, thermostatted water delivery port 4 be located at reactor assembly it is upper
Portion.
The top of described reactor assembly is provided with exhaust outlet 6, and the biogas for reactor assembly to be obtained is discharged；Waste water
Delivery port 5, for the waste water after processing to be discharged；And three phase separator 7, for biogas, suspended sludge and waste water to be separated.
When anaerobism carrier biofilm waste water treatment reactor of the present utility model works：
Deck 13 is used for that reactor is placed or is fixed on support；Whole reactor assembly is cylinder, waste water flowing
Direction is up flow type.Pending waste water first passes through pump and flows into reactor bottom from water intake 3, passes upward through packing layer 12,
Decompose and utilize in the Institute of Micro-biology inside packing layer on filled surface biological film, and produce biogas.Biogas and waste water to upstream,
At three phase separator 7, biogas is collected from exhaust outlet 6 and discharges or collect, and waste water then flows to reactor head always, overflows,
Discharged from wastewater effluent mouthful 5.Packing layer bottom is provided with screen cloth, for supporting filler.After reactor runs a period of time, have
Sludge or the biomembrane come off are produced, and these solids sink to reactor bottom, can controlled by valve 14 from the row of mud discharging mouth 1
Go out.
The formation of biomembrane is that waste water, sludge and culture medium are passed through in reactor, stands 1-2 weeks, can be given birth on filler
Generation film, available for wastewater treatment.
The foregoing description to specific illustrative embodiment of the present utility model be in order to illustrate and illustration purpose.These
Description is not wishing to being defined to the utility model into disclosed precise forms, and it will be apparent that according to above-mentioned teaching, can carry out
It is many to change and change.The purpose of selecting and describing the exemplary embodiment is that explaining certain principles of the present utility model
And its practical application, so that those skilled in the art can realize and utilize a variety of examples of the present utility model
Property embodiment and a variety of selections and change.Scope of the present utility model is intended to by claims and its waits similar shape
Formula is limited.
Claims (1)
1. a kind of anaerobism carrier biofilm waste water treatment reactor, it is characterised in that including：
Reactor assembly, for handling waste water；And
Deck, for reactor assembly to be fixed on into support；Described reactor assembly is cylinder；
Described reactor assembly, its bottom is provided with mud discharging mouth, is controlled sludge or the biomembrane come off discharge by valve
Outside reactor assembly；
Water intake, for pending waste water to be introduced in reactor assembly；And
Thermostatted water water inlet；
The inside of described reactor assembly is provided with packing layer, and for placing filler, the bottom of packing layer is provided with screen cloth, for propping up
Support filler；
The indices for being formed around observation/sample tap, detection process sewage being carried out for sampling of described reactor assembly；
The quantity of described observation/sample tap is 3-5；
The outer layer of described reactor assembly is provided with constant temperature water leg, for loading thermostatted water, to ensure the anti-of reactor assembly
Temperature is answered, thermostatted water water inlet is located at the bottom of reactor assembly, and thermostatted water delivery port is located at the top of reactor assembly；
The top of described reactor assembly is provided with exhaust outlet, and the biogas for reactor assembly to be obtained is discharged；
Wastewater effluent mouthful, for the waste water after processing to be discharged；And
Three phase separator, for biogas, suspended sludge and waste water to be separated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620946107.XU CN206337078U (en) | 2016-08-25 | 2016-08-25 | A kind of anaerobism carrier biofilm waste water treatment reactor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620946107.XU CN206337078U (en) | 2016-08-25 | 2016-08-25 | A kind of anaerobism carrier biofilm waste water treatment reactor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206337078U true CN206337078U (en) | 2017-07-18 |
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| CN201620946107.XU Active CN206337078U (en) | 2016-08-25 | 2016-08-25 | A kind of anaerobism carrier biofilm waste water treatment reactor |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106186305A (en) * | 2016-08-25 | 2016-12-07 | 广西壮族自治区环境保护科学研究院 | A kind of anaerobism carrier biofilm waste water treatment reactor |
-
2016
- 2016-08-25 CN CN201620946107.XU patent/CN206337078U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106186305A (en) * | 2016-08-25 | 2016-12-07 | 广西壮族自治区环境保护科学研究院 | A kind of anaerobism carrier biofilm waste water treatment reactor |
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