CN2709432Y - Integral membrane biological reactor - Google Patents
Integral membrane biological reactor Download PDFInfo
- Publication number
- CN2709432Y CN2709432Y CNU2004200418724U CN200420041872U CN2709432Y CN 2709432 Y CN2709432 Y CN 2709432Y CN U2004200418724 U CNU2004200418724 U CN U2004200418724U CN 200420041872 U CN200420041872 U CN 200420041872U CN 2709432 Y CN2709432 Y CN 2709432Y
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- reaction chamber
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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
- Y02W10/10—Biological treatment of water, waste water, or sewage
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Abstract
The utility model relates to the technical field of the environment protecting equipment used for processing sewage treatment, in particular to an integral membrane biological reactor. The utility model aims to provide an integral membrane biological reactor to overcome the disadvantages existed in the existing sewage treatment equipment of that the existing sewage treatment equipment is bulky and complex, the floor area is high, the investment and the running expenses are dear, the treating effect is poor and the quality of moderate water is unstable. The technical solution of the utility model is that an integral membrane biological reactor comprises a hydrolyzing cavity 6 whose lower part is provided with a water inlet, and biological fillers 2 are arranged in the hydrolyzing cavity 6. The integral membrane biological reactor also comprises a reaction cavity 10 which is separated by a clapboard 8. A filtering guiding path is arranged between the hydrolyzing cavity 6 and the reaction cavity 10, one end of the filtering guiding path is communicated with the upper part of the hydrolyzing cavity 6, the communicated position is provided with a filtering component, and the other end of the filtering guiding path is communicated with the lower part of the reaction cavity 10. The inner of the reaction cavity 10 is provided with a hollow fiber membrane component 5, and the lower part of the reaction cavity 10 is provided with an activated sludge aeration device 4.
Description
Affiliated technical field:
The utility model relates to the environmental protection equipment technical field that is used to carry out sewage disposal, is specifically related to a kind of integrated film bio-reactor.
Background technology:
In today that the natural fresh water resource has day by day frequently been broken out by abundant exploitation, natural disaster; lack of water has been lived to the economy in numerous cities, countries in the world and citizen and has been constituted very serious threat; the lack of water crisis has been the reality that we face, and an important channel that solves the urban water shortage problem should be that municipal effluent is become the Urban water supply water source.Municipal effluent can get nearby, and steady sources is collected easily, is reliable and stable resource of water supply, and it can be mainly as municipal administration greening, landscape water and process water reuse after purifying.The sewage purification regeneration techniques is crucial in municipal effluent regeneration engineering.But existing technology is still traditional " the one-level anaerobic treatment " of having continued to use many years and reaches " secondary aerobic treatment " water treatment technology, it need be provided with two bigger big ponds of floor space and carry out sewage disposal, along with the requirement of the purifying treatment of current high turbidity and high-concentration sewage, the water outlet after original second-stage treatment can not have been satisfied the water quality requirement of city to the water reuse.For this reason, new technology is further additional " three-stage filtration adsorption treatment " equipment on existing equipment, promptly increases a separate tank again, so that improve effluent characteristics.Three grades of water processing establishments like this exist bulky complex on the structure, floor space is big, and investment and working cost are very expensive simultaneously, and the unsettled weak point of relatively poor, the middle quality of treatment effect.
Summary of the invention:
The purpose of this utility model provides a kind of integrated film bio-reactor, and is big to overcome bulky complex, floor space that existing sewage disposal device exists, investment and working cost costliness, and the unsettled shortcoming of relatively poor, the middle quality of treatment effect.
For overcoming the shortcoming of prior art, technical solution of the present utility model is, a kind of integrated film bio-reactor, comprise that the bottom is provided with the hydrolysis chamber 6 of water-in, in hydrolysis chamber 6, be provided with biologic packing material 2, its special character is: also comprise the reaction chamber 10 of being separated by with dividing plate 8, be provided with the filtration guide channel between described hydrolysis chamber 6 and the reaction chamber 10, this end that filters guide channel is communicated with the top in hydrolysis chamber 6, connection place is provided with filter member, the other end is communicated with the bottom of reaction chamber 10, and described reaction chamber 10 inside are provided with hollow fiber film assembly 5, and the bottom is provided with active sludge aerating apparatus 4.
Above-mentioned filtration guide channel is the pipe connecting that is arranged in the reaction chamber 10, and an end of this pipe connecting is communicated with flow-guiding mouth on the dividing plate 8, and the other end is arranged at the bottom of reaction chamber 10.Like this water (flow) direction in reaction chamber 10 from bottom to top, abundant 5 duration of contact with hollow fiber film assembly, improved treatment effect.
Also be provided with grid 7 on the flow-guiding mouth of above-mentioned reaction chamber 10 1 side baffle wall bottoms.To do further filtration.
Width such as above-mentioned flow-guiding mouth and dividing plate 8.The pending water-dispersion that enters reaction zone like this is more even.
What select for use in the above-mentioned hollow fiber film assembly 5 is the tubular fibre curtain type membrane.
Above-mentioned biologic packing material 2 is soft-filler, semi soft packing, elastic filler, multiaspect hollow ball or combined stuffing etc.Better with combined stuffing.
Compared with prior art, the utility model has the advantages that:
1, simple in structure, floor space is little: the utility model is integrated in one three grades of original water treatments, has saved a large amount of water supply and sewerage pipelines and water pump, and is simple in structure; The integral structure floor space is little simultaneously, and its profile can design at random according to concrete place, and equipment layout is flexible and changeable, can realize the waste water on-the-spot disposal.
2, investment is little, running cost is low: handle 1 cubic metre of sewage power consumption 0.60-0.80kwh, amount to about 0.8 yuan of Renminbi.Only need just can obtain the effect of tertiary treatment level, realize the regeneration and the reuse of municipal effluent with construction investment that is equivalent to conventional I and II sewage work and the working cost that is lower than conventional second-stage treatment.
3, treatment effect is good: hydrolysis of the present utility model chamber is one-level anaerobic treatment zone, when sewage passes packing layer from the hydrolytic tank bottom and upwards flows through, attached to the hydrolysis bacterium on the filler can be small molecules with macromolecular hydrolysis of organic matter in the sewage, become deliquescently with insoluble, create conditions for next step carries out aerobic treatment in reaction zone; In the simultaneously former tertiary treatment, the material that is not degraded in aerobic zone can be discharged, and in the utility model, because the effect of efficiently damming of film, realized that hydraulic detention time (HRT) and sludge retention time (STR) can control respectively, can not be by the organism of hollow-fibre membrane, difficult degradation thing etc. will be dammed in reaction chamber (reaction chamber promptly is equivalent to " secondary aerobic treatment " and " three-stage filtration adsorption treatment "), metabolism by microorganisms such as autotrophic bacteria and heterotrophic bacteriums finally makes it obtain degraded, and in reaction chamber, because having only middle water just discharges by hollow-fibre membrane, microorganisms such as other autotrophic bacteria and heterotrophic bacterium all are retained in the reaction chamber, microorganism concn height like this, can increase 5-10 doubly, make biochemical efficiency improve 15-35%.Experiment shows that through above-mentioned bi-level treatment, water meets national standard fully in the gained.
4, purification efficiency height: the utility model combines " the secondary aerobic treatment " and " three-stage filtration adsorption treatment " of sewage, finish this two treatment steps simultaneously, reduced the treatment time of one-level than tertiary treatment commonly used, through experiment, discovery can be saved the time over half, so purification efficiency improves greatly.
5, handle face width, middle quality is stable: it allows that the turbidity and the concentration range of disposing of sewage are extremely wide, experiment shows, use the utility model directly to suck the high-turbidity sewage of suspended substance (turbidity) up to 500 mg/litre to 5000 mg/litre, the suspended substance (turbidity) of handling the back water outlet is lower than 3 mg/litre (degree); Use the utility model directly to suck the high concentration organic sewage that CODcr is 200 mg/litre to 800 mg/litre, handle back water outlet CODcr and can reduce to below 40 mg/litre, effluent characteristics is stable.
6, long service life: in the entire structure, having only hollow-fibre membrane is easily-consumed products, and the film easy cleaning, be more than 3 years its work-ing life.
7, adopt intelligent PLC control, can realize whole-course automation control.
Description of drawings:
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is a use synoptic diagram of the present utility model.
Description of reference numerals is as follows:
The 1-water inlet pipe, 2-biologic packing material, 3-shell, 4-active sludge aerating apparatus, 5-hollow fiber film assembly, 6-hydrolysis chamber, 7-grid, 8-dividing plate, 9-rising pipe, 10-reaction chamber, 11-active sludge, 12-equalizing tank, 13-vacuum primingpump, 14-reuse water tank.
Embodiment:
Below in conjunction with drawings and Examples the utility model is further described.
Referring to Fig. 1, a kind of integrated film bio-reactor comprises in shell 3, the shell 3 being partitioned into hydrolysis chamber 6 and reaction chamber 10 with dividing plate 8.6 bottoms, said hydrolysis chamber are provided with water-in, and this water-in is communicated with water inlet pipe 1, is provided with biologic packing material 2 in hydrolysis chamber 6, and said biologic packing material 2 is combined stuffings.Said reaction chamber 10 inside are provided with hollow fiber film assembly 5, hollow-fibre membrane in the said hollow fiber film assembly 5 is the tubular fibre curtain type membrane, the tubular fibre curtain type membrane is communicated with rising pipe 9 by the film pipe fitting, and reaction chamber 10 bottoms are provided with active sludge aerating apparatus 4.Be provided with the filtration guide channel between said hydrolysis chamber 6 and the reaction chamber 10, this filtration guide channel is made of the dividing plate 8 of interlayer and the flow-guiding mouth that is arranged at respectively on the baffle wall of both sides, be that dividing plate 8 is bilayer structure, hydrolysis chamber 6 one side flow-guiding mouths are arranged at the top of baffle wall, reaction chamber 10 1 side flow-guiding mouths are arranged at the bottom of baffle wall, be provided with filter member on two flow-guiding mouths, said filter member is a grid 7.
Referring to Fig. 2, water pipe is connected in sequence water inlet pipe 1, equalizing tank 12, the said integral type film biological reactor of the utility model, vacuum primingpump 13, reuse water tank 14.
During use, sewage flows into equalizing tank 12 from water inlet pipe 1, and 12 pairs of sewage quality water yields of equalizing tank are carried out equilibrium and adjusting.Sewage after the adjusting enters the hydrolysis chamber 6 of membrane bioreactor, relies on the biological bacteria that is attached in the hydrolysis chamber 6 on the combined stuffing to the waste water acidification that is hydrolyzed, and is micromolecular with macromolecular hydrolysis of organic matter in the sewage, with insoluble become deliquescent.Hydrolysis water outlet overflow directly enters through the filtration guide channel carries out the aerobic biochemical processing in the reaction chamber 10.The mode that aerobic biochemical adopts blast aeration biochemical processing and biofilm filtration technology to combine, after sewage enters reaction chamber 10, under the blast aeration effect of active sludge aerating apparatus 4, with active sludge 11 (aerobic bacteria, protozoon, metazoan) thorough mixing, microorganism is resolved into CO with the oxidation operation in the water immediately
2, H
2O, NH
3With inorganicss such as inorganic salt, and then utilize the efficient crown_interception of the tubular fibre curtain type membrane in the hollow fiber film assembly 5, use vacuum primingpump 13 with clear water by with film pipe fitting that the tubular fibre curtain type membrane is connected in extract out, and active sludge 11 and other suspended substance are barred from outside the film body, clear water is admitted to reuse water tank 14.Through above-mentioned steps, sewage is purified, and reaches the purpose of reuse.In whole process, in the hydrolysis chamber 6 water (flow) directions by down from last, in the dividing plate 8 of interlayer, current from top to bottom, in reaction chamber 10, current are again from bottom to top.
Claims (8)
1, a kind of integrated film bio-reactor, comprise that the bottom is provided with the hydrolysis chamber (6) of water-in, in hydrolysis chamber (6), be provided with biologic packing material (2), it is characterized in that: also comprise the reaction chamber (10) of being separated by with dividing plate (8), be provided with the filtration guide channel between described hydrolysis chamber (6) and the reaction chamber (10), this end that filters guide channel is communicated with the top in hydrolysis chamber (6), connection place is provided with filter member, the other end is communicated with the bottom of reaction chamber (10), described reaction chamber (10) inside is provided with hollow fiber film assembly (5), and the bottom is provided with active sludge aerating apparatus (4).
2, integrated film bio-reactor as claimed in claim 1, it is characterized in that: dividing plate (8) top that is provided with between described hydrolysis chamber (6) and the reaction chamber (10) is provided with flow-guiding mouth, this flow-guiding mouth is connected with the filtration guide channel, and flow-guiding mouth is provided with grid (7).
3, integrated film bio-reactor as claimed in claim 1 or 2, it is characterized in that: described filtration guide channel is for being arranged at the pipe connecting in the reaction chamber (10), one end of this pipe connecting is communicated with flow-guiding mouth on the dividing plate (8), and the other end is arranged at the bottom of reaction chamber (10).
4, integrated film bio-reactor as claimed in claim 1, it is characterized in that: described filtration guide channel is arranged in the dividing plate (8) of interlayer, flow-guiding mouth all is set on the baffle wall of both sides, and two flow-guiding mouths are arranged at the top of a side baffle wall in hydrolysis chamber (6) and the bottom of reaction chamber (10) one side baffle wall respectively.
5, integrated film bio-reactor as claimed in claim 4 is characterized in that: also be provided with grid (7) on the flow-guiding mouth of described reaction chamber (10) one side baffle wall bottoms.
6, integrated film bio-reactor as claimed in claim 5 is characterized in that: described flow-guiding mouth and dividing plate width such as (8).
7, integrated film bio-reactor as claimed in claim 6 is characterized in that: what select for use in the described hollow fiber film assembly (5) is the tubular fibre curtain type membrane.
8, as claim 1,2 or 7 described integrated film bio-reactors, it is characterized in that: described biologic packing material 2 is soft-filler, semi soft packing, elastic filler, multiaspect hollow ball or combined stuffing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2004200418724U CN2709432Y (en) | 2004-04-30 | 2004-04-30 | Integral membrane biological reactor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2004200418724U CN2709432Y (en) | 2004-04-30 | 2004-04-30 | Integral membrane biological reactor |
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CN2709432Y true CN2709432Y (en) | 2005-07-13 |
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CNU2004200418724U Expired - Lifetime CN2709432Y (en) | 2004-04-30 | 2004-04-30 | Integral membrane biological reactor |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100376490C (en) * | 2004-05-25 | 2008-03-26 | 陈子续 | Integrated film biological reactor |
CN101306877B (en) * | 2008-05-30 | 2010-10-06 | 哈尔滨工业大学 | Process for treating sewerage by combined film bioreactor |
CN102730825A (en) * | 2012-06-20 | 2012-10-17 | 太平洋水处理工程有限公司 | Modified CAST equipment and technology employing submerged hollow fiber ultrafiltration membranes |
CN103387316A (en) * | 2013-08-06 | 2013-11-13 | 常州友达环保科技有限公司 | Hybrid two-stage membrane bio-reactor (MBR) |
CN103387317A (en) * | 2013-08-06 | 2013-11-13 | 常州友达环保科技有限公司 | Integrated two-stage membrane bio-reactor (MBR) |
CN103466881A (en) * | 2013-09-04 | 2013-12-25 | 常州友达环保科技有限公司 | Two-stage submerged membrane bio-reactor (MBR) |
-
2004
- 2004-04-30 CN CNU2004200418724U patent/CN2709432Y/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100376490C (en) * | 2004-05-25 | 2008-03-26 | 陈子续 | Integrated film biological reactor |
CN101306877B (en) * | 2008-05-30 | 2010-10-06 | 哈尔滨工业大学 | Process for treating sewerage by combined film bioreactor |
CN102730825A (en) * | 2012-06-20 | 2012-10-17 | 太平洋水处理工程有限公司 | Modified CAST equipment and technology employing submerged hollow fiber ultrafiltration membranes |
CN103387316A (en) * | 2013-08-06 | 2013-11-13 | 常州友达环保科技有限公司 | Hybrid two-stage membrane bio-reactor (MBR) |
CN103387317A (en) * | 2013-08-06 | 2013-11-13 | 常州友达环保科技有限公司 | Integrated two-stage membrane bio-reactor (MBR) |
CN103466881A (en) * | 2013-09-04 | 2013-12-25 | 常州友达环保科技有限公司 | Two-stage submerged membrane bio-reactor (MBR) |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned |
Effective date of abandoning: 20080326 |
|
C25 | Abandonment of patent right or utility model to avoid double patenting |