CN202482135U - Circulation self-cleaning carrier biological filtration reactor - Google Patents

Circulation self-cleaning carrier biological filtration reactor Download PDF

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Publication number
CN202482135U
CN202482135U CN2012201095753U CN201220109575U CN202482135U CN 202482135 U CN202482135 U CN 202482135U CN 2012201095753 U CN2012201095753 U CN 2012201095753U CN 201220109575 U CN201220109575 U CN 201220109575U CN 202482135 U CN202482135 U CN 202482135U
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China
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carrier
circulation
stip
circulation self
housing
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Expired - Fee Related
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CN2012201095753U
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谭明
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Individual
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Abstract

The utility model discloses a circulation self-cleaning carrier biological filtration reactor, belongs to the field of biological filtration equipment and particularly relates to a reaction unit used for circulation filtration treatment on sewage. The circulation self-cleaning carrier biological filtration reactor comprises a reactor shell (4), an inner cavity (5) filled with carrier filter materials, an aerator (10) and a water distributor (11), and is characterized in that the central position of the upper part of the inner cavity (5) is additionally provided with a carrier distribution cleaner (7); a lifting mechanism vertically arranged is connected below the carrier distribution cleaner (7); the inner ring of the upper part of the shell (4) is fixedly provided with effluent weirs (8); and a drain outlet (9) arranged at one side of the shell (4)is connected with the carrier distribution cleaner (7). The utility model has the advantages that the circulation self-cleaning carrier biological filtration reactor is reasonable in structural design can rerun and can automatically run to perform back washing per se, and dead corners are not generated after filtration is ended.

Description

A kind of circulation self-stip carrier organism filtration reactor
Technical field
A kind of circulation self-stip carrier organism filtration reactor belongs to the biofiltration apparatus field, is specifically related to a kind of reaction unit that is used for the effluent cycle filtration treatment.
Background technology
At present, what the biofiltration reaction unit adopted mostly is aeration biological filter bed, and tiny carrier granule all is housed in the device equally; Carrier particle surface is long-pending big, on particle surface apposition growth a large amount of mikrobes, biological concentration reaches more than 10 times of conventional activated sludge process; Thereby it is little to have floor space, reduced investment, efficient advantages of higher; But in practice, the inner problems such as cleaning dead angle, channel, obstruction that occur easily of device are for preventing that these problems from taking place to influence continuous production and must on reactor drum, set up back-purge system; Reactor drum is regularly carried out back flushing, and between flush period, need wash repeatedly; The shortcoming that the same existence of equipment can't move has not only consumed a large amount of clear water, and the loss of bio-carrier is very serious; These problems have all had a strong impact on stability and the filter effect of bacteria bed operation, and cost increases, causes the complicacy of operational management, make it and can't large-scale popularization use.
Summary of the invention
The technical problem that the utility model will solve is: overcome the deficiency of prior art, provide a kind of need not to shut down repeatedly wash, should not stop up, the circulation self-stip carrier organism filtration reactor of continuously-running.
The utility model solves the technical scheme that its technical problem adopted: this kind circulation self-stip carrier organism filtration reactor; Comprise reactor shell, fill inner chamber, aerator and the water distributor of carrier filtrate; It is characterized in that: described inner chamber central upper portion place sets up a carrier distribution clearer; Carrier distribution clearer below connects the lifter of vertically installing, housing top inner ring fixed installation effluent weir, and the sewage draining exit that housing one side is provided with connects carrier distribution clearer.Be used through carrier distribution clearer and lifter, can make reactor drum in the process of operation, carry out back flushing simultaneously, the loss of having avoided equipment downtime to bring has guaranteed the continuous operation of equipment.
Circulation tube, the xsect that described carrier distribution clearer comprises the water storage platform, be provided with around water storage platform annular is the many water shoots and the sewage draining exit of radial setting; The water storage platform connects circulation tube through water shoot, and outside is stretched out through sewage draining exit in circulation tube one end.Blowdown is thorough, smooth and easy, further guarantees operation stability of equipment.
Described water shoot vertical section forming V-shape is provided with.
Described lifter is the straight tube of a up/down perforation, top UNICOM water storage platform, and the carrier filtrate is inserted in the bottom, and equalizer is installed in outer ring, body bottom.
Described equalizer is a polylith inclination fixed flow deflector, and the angle between every flow deflector and the lifter all acutangulates setting.Dead angle, the blockage problem of inside reactor stopped in the installation of equalizer completely, realizes filtering no dead angle, filters thoroughly, avoids the loss of bio-carrier.
Described housing upper opening, the setting triangular in shape of vertical section, bottom.
Described housing xsect is circle, rectangle or ellipse.
Described effluent weir is the ring groove that the vertical section becomes L shaped setting, and the top is lower than the top of housing.
Compared with prior art, the beneficial effect that is had of the utility model is:
1, reasonable in design, self-stip: be used through carrier distribution clearer and lifter; Can make reactor drum in the process of operation, self carry out back flushing simultaneously; A large amount of losses of having avoided equipment downtime to bring have guaranteed the continuous operation of equipment, save running cost.
2, no dead angle, the difficult obstruction: equalizer is installed in the lifter lower tilt; To pass through bio-carrier filtrate after cleaning through water shoot is back to again and carries out recycle in the reactor drum; And utilize equalizer that these bio-carrier filtrates are carried out uniformly distributing, and avoid occurring the cleaning dead angle, the mud that cleans out is discharged through sewage draining exit; Further avoid obstruction, guaranteed operation stability of equipment.
3, high, the saving energy of efficient: the living weight of the utility model is bigger, and through evidence, capacity can reach 30~45g/L, and the withstand shock portative power is strong, the removal amount is big, and organic loading can reach 10kgCOD/M 3More than the d, technology satisfies anaerobism, anoxic, aerobic three conditions again, has possessed the processing requirement of dephosphorization denitrogenation; Its air micro-bubbles is under the crown_interception of carrier filtrate; The efficiency of conversion of oxygen is higher, and the utilising efficiency of oxygen can reach 35~40%, has reduced a large amount of power consumption.
Description of drawings
Fig. 1 is the utility model structural front view synoptic diagram.
Fig. 2 is the utility model structure vertical view synoptic diagram.
Wherein: 1, support 2, water-in 3, inlet mouth 4, housing 5, inner chamber 6, lifter 7, carrier distribution clearer 8, effluent weir 9, sewage draining exit 10, aerator 11, water distributor 12, equalizer 13, water storage platform 14, water shoot 15, circulation tube 16, water outlet.
Fig. 1~2nd, the most preferred embodiment of the utility model further specifies below in conjunction with 1~2 pair of the utility model of accompanying drawing:
Embodiment
With reference to accompanying drawing 1~2:
This kind circulation self-stip carrier organism filtration reactor comprises support 1, reactor shell 4, fills inner chamber 5, lifter 6, carrier distribution clearer 7, effluent weir 8, sewage draining exit 9, aerator 10, water distributor 11 and the equalizer 12 of carrier filtrate.Housing 4 installs and fixes through support 1; Housing 4 upper openings, the setting triangular in shape of vertical section, bottom, housing 4 xsects are circle, rectangle or ellipse; Reactor drum inner chamber 5 central upper portion places set up a carrier distribution clearer 7; Carrier distribution clearer 7 belows connect the lifter of vertically installing 6, housing 4 top inner ring fixed installation effluent weirs 8, and effluent weir 8 becomes the ring groove of L shaped setting for the vertical section; The top is lower than the top of housing 4, and the sewage draining exit 9 that housing 4 one sides are provided with connects carrier distribution clearer 7.
Carrier distribution clearer 7 comprises water storage platform 13, is the many water shoots 14 and the sewage draining exit 9 of radial setting around circulation tube 15, the xsect of water storage platform 13 annular settings; Water storage platform 13 connects circulation tube 15 through water shoot 14; Water shoot 14 vertical section forming V-shapes are provided with, and housing 4 outsides are stretched out through sewage draining exit 9 in circulation tube 15 1 ends.
Lifter 6 is the straight tube of a up/down perforation; Top UNICOM water storage platform 13, the carrier filtrate is inserted in the bottom, and equalizer 12 is installed in outer ring, body bottom; Equalizer 12 is a polylith inclination fixed flow deflector, and the angle between every flow deflector and the lifter 6 all acutangulates setting.
Working process is following:
The utility model is when work; Can be divided into three sections from top to bottom successively through technical matters inner chamber 5 as required: aerobic zone, oxygen-starved area and anaerobic zone, waste water needs the sewage of filtration treatment through water-in 2 to the anaerobic zone injection of the bottom of inner chamber 5 by water distributor 11, and the rising water body passes through with this; Anaerobism, anoxic, aerobic three sections; Aerator 10 obtains filtering in the carrier filtrate of sewage at inner chamber 5 through the oxygen-starved area gas distribution of inlet mouth 3 to inner chamber 5 bottoms, obtains the top of filtering water at inner chamber 5; Get in the effluent weir 8, then through discharging the outside of housings 4 with effluent weir 8 joining water outlets 16.In this process, the PM for particulate matter in the waste water under the effect of media filtration, obtain removing, and the organism in the water body is by the mikrobe that adheres on the bio-carrier filtrate, absorption, degraded, digestion.Air by aerator 10 in the oxygen-starved area, aerobic zone carries out gas distribution, the rising microbubble is long in the following residence time of crown_interception of bio-carrier, has increased the duration of contact with water body, the transfer efficiency of oxygen is high.
Simultaneously, the microbial film that comes off on inner chamber 5 bottom biofilter materials and filtering PM for particulate matter and the bio-carrier is together risen under the effect of air-lift unit in the water storage platform 13 on reactor drum top by lifter 6; Insert in the clear water zone straight-tube portion bottom that water shoot 14 vertically is provided with, and this part straight tube upwards promotes a part and filters good clear water, and the water in the water storage platform 13 is discharged sewage to be cleaned through the part body that water shoot 14 is obliquely installed; At this moment; Clear water can carry out back flushing to sewage, and the mud that washes out will flow at circulation tube 15 internal recycle, and sewage can separate cleaning through the carrier clearer 7 that distributes like this; After separating cleaning; The bio-carrier filtrate is back in the reactor drum through water shoot 14 again, and under the guiding function of the equalizer of tilt installing 12 uniform distribution, thereby avoided occurring the problem at cleaning dead angle; Avoided the obstruction of equipment; Formed of the reciprocation cycle self-stip of bio-carrier filtering material particle, and carrier distribution clearer 7 isolated mud are discharged housing 4 outsides through sewage draining exit 9, thereby guaranteed the continuous operation of equipment at inside reactor.
In addition, the living weight of the utility model is big, can reach 30~45g/L, and the withstand shock portative power is strong, and the removal amount is big, and organic loading can reach 10kgCOD/M 3More than the d, technology satisfies anaerobism, anoxic, aerobic three conditions, has possessed the processing requirement of dephosphorization denitrogenation; Its air micro-bubbles is under the crown_interception of carrier filtrate; The efficiency of conversion of oxygen is higher, and the utilising efficiency of oxygen can reach 35~40%, has reduced a large amount of power consumption.
The above; It only is the preferred embodiment of the utility model; Be not to be the restriction of the utility model being made other form, any professional and technical personnel of being familiar with possibly utilize the technology contents of above-mentioned announcement to change or be modified as the equivalent embodiment of equivalent variations.But every the utility model technical scheme content that do not break away to any simple modification, equivalent variations and remodeling that above embodiment did, still belongs to the protection domain of the utility model technical scheme according to the technical spirit of the utility model.

Claims (8)

1. circulation self-stip carrier organism filtration reactor; Comprise reactor shell (4), fill inner chamber (5), aerator (10) and the water distributor (11) of carrier filtrate; It is characterized in that: described inner chamber (5) central upper portion place sets up a carrier distribution clearer (7); Carrier distribution clearer (7) below connects the lifter of vertically installing (6), housing (4) top inner ring fixed installation effluent weir (8), and the sewage draining exit (9) that housing (4) one sides are provided with connects carrier distribution clearer (7).
2. a kind of circulation self-stip carrier organism filtration reactor according to claim 1; It is characterized in that: described carrier distribution clearer (7) comprises water storage platform (13), the circulation tube (15) around the setting of water storage platform (13) annular, many water shoots (14) and the sewage draining exit (9) that xsect is radial setting; Water storage platform (13) connects circulation tube (15) through water shoot (14), and housing (4) outside is stretched out through sewage draining exit (9) in circulation tube (15) one ends.
3. a kind of circulation self-stip carrier organism filtration reactor according to claim 2 is characterized in that: described water shoot (14) vertical section forming V-shape is provided with.
4. a kind of circulation self-stip carrier organism filtration reactor according to claim 1; It is characterized in that: described lifter (6) is the straight tube of a up/down perforation; Top UNICOM water storage platform (13), the carrier filtrate is inserted in the bottom, and equalizer (12) is installed in outer ring, body bottom.
5. a kind of circulation self-stip carrier organism filtration reactor according to claim 4, it is characterized in that: described equalizer (12) is a polylith inclination fixed flow deflector, the angle between every flow deflector and the lifter (6) all acutangulates setting.
6. according to claim 1 or 2 each described a kind of circulation self-stip carrier organism filtration reactors, it is characterized in that: described housing (4) upper opening, the setting triangular in shape of vertical section, bottom.
7. according to claim 1,2 or 6 each described a kind of circulation self-stip carrier organism filtration reactors, it is characterized in that: described housing (4) xsect is circle, rectangle or ellipse.
8. a kind of circulation self-stip carrier organism filtration reactor according to claim 1 is characterized in that: described effluent weir (8) becomes the ring groove of L shaped setting for the vertical section, and the top is lower than the top of housing (4).
CN2012201095753U 2012-03-21 2012-03-21 Circulation self-cleaning carrier biological filtration reactor Expired - Fee Related CN202482135U (en)

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Application Number Priority Date Filing Date Title
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103121755A (en) * 2013-02-04 2013-05-29 广州中科建禹环保有限公司 Novel composite circulating high-efficiency biological reaction sewage treatment system
CN104129843A (en) * 2014-07-30 2014-11-05 山东豪通环保科技有限公司 Sewage processing apparatus employing continuous biofilm method and operation technology thereof
CN105110458A (en) * 2015-10-09 2015-12-02 大连宇都环境工程技术有限公司 Dredging type wastewater treatment filler circulation system
CN105217780A (en) * 2015-11-05 2016-01-06 中国水产科学研究院渔业机械仪器研究所 A kind of self-stip fluidized bed bio filtration unit for sea farming

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103121755A (en) * 2013-02-04 2013-05-29 广州中科建禹环保有限公司 Novel composite circulating high-efficiency biological reaction sewage treatment system
CN104129843A (en) * 2014-07-30 2014-11-05 山东豪通环保科技有限公司 Sewage processing apparatus employing continuous biofilm method and operation technology thereof
CN104129843B (en) * 2014-07-30 2016-03-09 山东豪通环保科技有限公司 A kind of waste disposal plant and operating procedure thereof adopting continous way biomembrance process
CN105110458A (en) * 2015-10-09 2015-12-02 大连宇都环境工程技术有限公司 Dredging type wastewater treatment filler circulation system
CN105217780A (en) * 2015-11-05 2016-01-06 中国水产科学研究院渔业机械仪器研究所 A kind of self-stip fluidized bed bio filtration unit for sea farming

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121010

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CF01 Termination of patent right due to non-payment of annual fee