CN105859062B - Family sewage treatment recirculating fluidized bed - Google Patents
Family sewage treatment recirculating fluidized bed Download PDFInfo
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- CN105859062B CN105859062B CN201610482144.4A CN201610482144A CN105859062B CN 105859062 B CN105859062 B CN 105859062B CN 201610482144 A CN201610482144 A CN 201610482144A CN 105859062 B CN105859062 B CN 105859062B
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/02—Fluid flow conditions
- C02F2301/024—Turbulent
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/04—Flow arrangements
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/08—Aerobic processes using moving contact bodies
- C02F3/085—Fluidized beds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/10—Packings; Fillings; Grids
- C02F3/105—Characterized by the chemical composition
- C02F3/108—Immobilising gels, polymers or the like
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
- C02F3/2833—Anaerobic digestion processes using fluidized bed reactors
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
- C02F3/301—Aerobic and anaerobic treatment in the same reactor
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- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The invention discloses a kind of family sewage treatment recirculating fluidized beds, wherein: including tank body, the tank body is divided into regulatory region, anaerobic zone, aerobic zone and circulating filtration area, the regulatory region, floating stuffing is both provided in anaerobic zone and aerobic zone, air hose is additionally provided in tank body, the gas outlet of air hose is located at the bottom of regulatory region, the gas outlet is provided with jet aerator, pass through above-mentioned setting, sewage is introduced into regulatory region when entering fluidized bed, floating stuffing is provided in regulatory region, floating stuffing can generate the effect of filtering and dispersion when sewage enters to sewage, sewage into regulatory region is spread out by filtering faster;Air hose, which is arranged, provides air for regulatory region simultaneously, on the one hand oxygen required for aerobic respiration can be provided for the microorganism on floating stuffing, the liquid in regulatory region can also be made to generate turbulent flow simultaneously, mixing effect is stronger, so that the sewage dispersion entered is more uniform.
Description
Technical field
The present invention relates to a kind of sewage disposal device, in particular to a kind of family sewage treatment recirculating fluidized bed.
Background technique
Currently, the Chinese patent of Publication No. CN204874025U discloses a kind of aeration for high ammonia-nitrogen wastewater processing
Organism fluidization bed apparatus, including a shell, shell are divided into anoxic zone and aerobic zone by partition, and anoxic zone connects wastewater disposal basin, aerobic
Area connects sedimentation basin;Cloth water assembly, filler device I and filter screen I, one end of cloth water assembly and wastewater inlet are equipped in anoxic zone
Connection: it is equipped with aeration component, filter screen II in aerobic zone with filler device II aeration component and connects blower;It is equipped with and leads in sedimentation basin
The top of sedimentation basin is arranged in flow tube, perpendicular flow cartridge and filler device III, diversion pipe, connect aerobic zone water outlet and perpendicular flow cartridge
Upper port, perpendicular flow cartridge protrudes into sedimentation basin lower end through filler device III and communicates with the water inlet of filler device III, and filler fills
The water outlet for setting III is communicated with discharge outlet.
But above-mentioned organism fluidization bed apparatus only has cloth water assembly to divide the sewage of entrance before sewage enters anoxic zone
It dissipates, and the pollutant in water can not uniformly be dispersed, it can not be uniformly by microbiological treatment when passing through anaerobic zone.
Summary of the invention
The object of the present invention is to provide a kind of pollutant finely dispersed family sewage treatment recirculating fluidized beds.
Above-mentioned technical purpose of the invention has the technical scheme that a kind of family is recycled with sewage treatment
Fluidized bed, in which: including tank body, the tank body is divided into regulatory region, anaerobic zone, aerobic zone and circulating filtration area, the tune
It is both provided with floating stuffing in section area, anaerobic zone and aerobic zone, air hose is additionally provided in tank body, the gas outlet of air hose is located at
The bottom of regulatory region, the gas outlet are provided with jet aerator.
By using above-mentioned technical proposal, sewage is introduced into regulatory region when entering fluidized bed, and being provided in regulatory region is outstanding
Floating filler, floating stuffing can generate the effect of filtering and dispersion when sewage enters to sewage, so that into the sewage of regulatory region
It can be spread out faster by filtering;Air hose, which is arranged, provides air for regulatory region simultaneously, on the one hand can be on floating stuffing
Microorganism oxygen required for aerobic respiration is provided, while liquid in regulatory region can also be made to generate turbulent flow, mixing effect
It is stronger, so that the sewage dispersion entered is more uniform;The setting of jet aerator is to the stirring of the liquid of regulatory region
Active force is bigger, and oxygen efficiency of transmission is high, and in the biggish situation of active force, sink-float of the floating stuffing in regulatory region is more
Frequently, so that the dispersion of sewage is more uniform.
The present invention is further arranged to: diversion pipe I, diversion pipe II, diversion pipe III, return pipe are provided in the tank body
And outlet pipe, at the top of the conducting regulatory region bottom the diversion pipe I and anaerobic zone, the conducting anaerobic zone bottom diversion pipe II with it is good
At the top of oxygen area, the entrance of the diversion pipe III is located at aerobic zone bottom, and the outlet of the diversion pipe III is connected with outlet pipe, institute
State the top of return pipe conducting regulatory region and the bottom in circulating filtration area.
By using above-mentioned technical proposal, diversion pipe I, diversion pipe II and diversion pipe III are respectively by previous region
Sewage is transmitted to the upper end of subsequent sections from bottom, thus sewage entered back into after capable of passing through completely from floating stuffing region it is next
Section region, and when entrance enters from below, it, can be to avoid the impurity that will filter or handle generation later due to gravity
Bring next region into, improve each region to the processing capacity of sewage, at the same diversion pipe be close to each region partition setting and
Entering water, Open Side Down, so that floating stuffing, which can not be blocked directly, enters the opening of water in diversion pipe, also avoids floating stuffing stifled
Plug is at transmission mouth;The setting of return pipe so that sewage can multiple circular treatment, to reach better clean-up effect.
The present invention is further arranged to: airlift pump is provided on the return pipe, the air that the airlift pump generates leads to
Air hose, the air hose are provided with the aeration tube towards aerobic zone bottom, and the one end of the aeration tube far from air hose is circle
It is cyclic annular.
By using above-mentioned technical proposal, airlift pump provides power for the sewage backflow of return pipe, and equipment pipe is simple, nothing
Transmission parts, no Awaiting Parts and high reliablity, while can provide air for air hose are the micro- of regulatory region and aerobic zone
Biology provides enough oxygen and generates turbulent flow;The aeration tube of aerobic zone annular have bigger outlet area, while
Oxygen concentration in aerobic zone is also more uniform, guarantees that the microorganism growing way in floating stuffing is close, avoids filtering uneven.
The present invention is further arranged to: being provided with overflow launder between the diversion pipe III and outlet pipe.
By using above-mentioned technical proposal, in sewage after anaerobic zone, first reach overflow launder, a part of liquid from
Water outlet discharge, a part are discharged from overflow port, and the liquid after overflow port discharge reaches regulatory region and carries out circulating filtration, thus
Improve the wastewater treatment efficiency of fluidized bed.
The present invention is further arranged to: the circulating filtration area is provided with supporting plate, is provided with fibrous nodules on supporting plate and fills out
Material, the anaerobic zone and aerobic zone are provided with the filler cover board for preventing filler from losing.
By using above-mentioned technical proposal, the installation for being set as fibrous nodules filler of supporting plate provides position, fibrous nodules
Elasticity is good for filler, is able to maintain shape under water impact, it is not easy to damage, will not float to the water surface, gap is larger, water flow loss
It is smaller, and fibre strength is higher, and service life is longer;Filler cover board can avoid the filler hair for being located at aerobic zone and anaerobic zone
Raw leakage guarantees the stabilization of filler quantity in aerobic zone and anaerobic zone, and micro organism quantity is stablized, and more preferably can filter and handle dirt
Water.
The present invention is further arranged to: the fibrous nodules filler uses polytetrafluoroethylene fibre.
By using above-mentioned technical proposal, fluorine atom volume is larger in the molecular structure of polytetrafluoroethylene (PTFE), the knot of fluorine carbon key
It is larger with joint efforts, so that polytetrafluoroethylene (PTFE) chemical stability with higher, corrosion-resistant, in the fluidized bed course of work, microorganism
Concentration in sewage is higher, corrosion-resistant to improve the service life of filtrate, fiber surface friction system to avoid the damage of filtrate
Number is small, and fibrous nodules filler is more convenient when cleaning;The polytetrafluoro that the polytetrafluoroethylene (PTFE) used is modified for carbon fiber and glass fibre
Ethylene has higher intensity.
The present invention is further arranged to: the floating stuffing includes polyurethane matrix and polyethylene backbone, the polyurethane
Matrix includes the component of following parts by weight:
40-80 parts of polyether polyol
15-30 parts of polyester polyol
5-10 parts of starch Sodium Octenyl Succinate
0.1-0.4 parts of silane coupling agent
50-100 parts of hexamethylene diisocyanate
0.5-1 parts of triethylene diamine
1-2 parts of foam stabiliser.
By using above-mentioned technical proposal, the polyurethane of polyether polyol preparation generally has good elasticity and extension
Rate, because the rotation of ehter bond is easier, and it can make polyurethane have preferable lower temperature resistance, hydrophobicity and hydrolytic resistance,
The polyurethane products intensity and hardness of polyester polyol preparation are compared with two kinds how far alcohol is used in mixed way, and can improve polyurethane matrix
Performance, foam structure are more uniform;Using more polyether polyol, so that polyurethane resin elasticity and water resistance are higher;
Triethylene diamine has the function of that good promotion foaming improves hole so that generating more abscesses inside polyurethane matrix
Rate;Foam stabiliser controls the abscess-size and foam structure generated in polyurethane, is the abscess enabled on polyurethane matrix
It is suitble to the growth of microorganism, while can be by a small amount of sewage, in sewage treatment and the contact area of sewage is bigger, has more preferable
Cleaning efficiency;Polyurethane resin is modified using starch Sodium Octenyl Succinate, the polyurethane resin pair after being modified
It is more advantageous in the growth of microorganism, more microorganisms can be accommodated, the treatment efficiency to sewage is improved.
The present invention is further arranged to: the polyurethane matrix further includes stannous octoate 0.2-0.5 parts by weight, stannous octoate
Weight ratio with triethylene diamine is 2:4~5.
By using above-mentioned technical proposal, stannous octoate can promote polyurethane to synthesize, and accelerate the chain growth speed of polyurethane
Degree, when being proportionally used in compounding with triethylene diamine, catalytic action enhancing, while the abscess quantity that foaming can be made to generate is more
More intensity that can improve polyurethane matrix simultaneously.
The present invention is further arranged to: the polyurethane filler further includes di-iron trioxide 0.1-0.2 parts by weight, magnesia
0-0.3 parts by weight and calcium oxide 0-0.2 parts by weight.
By using above-mentioned technical proposal, polyurethane is modified using metal oxide, to be included in polyurethane
Trace elements iron, magnesium, calcium necessary to having microorganism to grow are more conducive to breeding of the microorganism on polyurethane matrix and increase
It is long.
The present invention is further arranged to: the polyester-diol that the polyester polyol uses adipic acid to synthesize with ethylene glycol, institute
Polyether polyol is stated using propylene oxide condensation product.
By using above-mentioned technical proposal, the polyester-diol and propylene oxide condensation product that adipic acid is synthesized with ethylene glycol are common
Participating in the polyurethane matrix that reaction generates has the multiple performances such as hydrolysis, folding.
In conclusion the invention has the following advantages:
1. have reasonable fluidized-bed structure, sewage can sufficiently be filtered in fluidized bed and with micro- life on floating stuffing
Object contact, cleaning function are strong;
2. the fluidized bed of loop structure can make sewage multiple circular treatment in fluidized bed, obtain after water quality preferably handles
Sewage;
3. the polyurethane matrix culture attached microbial high using porosity, corrosion-resistant, intensity is high, microorganism connect with sewage
Contacting surface product is bigger;
4. filler the seventh day of lunar month apposition growth a small amount of microorganism, be in suspension growth state, on filler microorganism by
Cumulative to add, the specific gravity of filler entirety increases, and filler is deposited in the bottom of fluidized bed at this time, is deposited in microorganism on the filler of bottom
Weaken and generate anaerobic reaction since substance transmits, generates a small amount of gas, be gradually restored to suspended state again, repeat " on
Floating-sedimentation " cyclic process, while the air brought into of aerator also will drive filler and drift along.
Detailed description of the invention
Fig. 1 is the schematic cross-sectional view of embodiment one.
In figure: 1, tank body;2, regulatory region;3, anaerobic zone;4, aerobic zone;5, circulating filtration area;6, floating stuffing;7, air
Pipe;8, jet aerator;9, diversion pipe I;10, diversion pipe II;11, diversion pipe III;12, return pipe;13, outlet pipe;14, gas
Mention pump;15, aeration tube;16, overflow launder;17, supporting plate;18, fibrous nodules filler;19, filler cover board.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment one:
A kind of family sewage treatment recirculating fluidized bed, referring to Fig.1, including tank body 1, tank body 1 successively divide since the water inlet
For regulatory region 2, anaerobic zone 3, aerobic zone 4 and circulating filtration area 5,3 top of 2 bottom of regulatory region and anaerobic zone is connected in diversion pipe I9,
4 top of 3 bottom of anaerobic zone and aerobic zone is connected in diversion pipe II10, and the entrance of diversion pipe III11 is located at 4 bottom of aerobic zone, water conservancy diversion
The outlet of pipe III11 and outlet pipe 13 are connected, and the top of regulatory region 2 and the bottom in circulating filtration area 5, reflux is connected in return pipe 12
The turning point of pipe 12 is provided with airlift pump 14, and overflow launder 16 is provided between diversion pipe III11 and outlet pipe 13, can be to sewage
It is recycled, is repeatedly handled.
It is both provided with floating stuffing 6 in regulatory region 2, anaerobic zone 3 and aerobic zone 4, is arranged above aerobic zone 4 and anaerobic zone 3
There is filler cover board 19 to prevent floating stuffing 6 from revealing, the air hose 7 be connected with airlift pump 14, air hose 7 are additionally provided in tank body 1
Gas outlet be located at the bottom of regulatory region 2, gas outlet is provided with jet aerator 8, is communicated in the middle part of air towards 4 bottom of aerobic zone
The aeration tube 15 in portion, the one end of aeration tube 15 far from air hose 7 is annular shape, is provided with supporting plate 17 in circulating filtration area 5, holds
Polytetrafluoroethylene fibre filling ball 18 is provided on supporting plate 17.
Be both provided with floating stuffing 6 in regulatory region 2, anaerobic zone 3 and aerobic zone 4, floating stuffing 6 include polyethylene backbone and
Polyurethane matrix, polyethylene backbone can prevent polyurethane matrix from deviating from, polyurethane matrix avoided to be taken away by sewage.
Embodiment two:
A kind of polyurethane material, the substance (kg) including following weight:
Propylene oxide condensation product 56
Polyester polyol 30
Starch Sodium Octenyl Succinate 7.2
Silane coupling agent 0.38
Hexamethylene diisocyanate 78
Triethylene diamine 0.94
Foam stabiliser 1.3
Stannous octoate 0.42
Di-iron trioxide 0.13
Magnesia 0.04
Calcium oxide 0.07.
Embodiment three:
A kind of polyurethane material, the substance (kg) including following weight:
Propylene oxide condensation product 80
Polyester polyol 15
Starch Sodium Octenyl Succinate 5.3
Silane coupling agent 0.25
Hexamethylene diisocyanate 100
Triethylene diamine 1
Foam stabiliser 1
Stannous octoate 0.5
Di-iron trioxide 0.3
Magnesia 0.25.
Example IV:
A kind of polyurethane material, the substance (kg) including following weight:
Propylene oxide condensation product 40
Polyester polyol 25
Starch Sodium Octenyl Succinate 10
Silane coupling agent 0.4
Hexamethylene diisocyanate 50
Triethylene diamine 0.76
Foam stabiliser 2
Stannous octoate 0.2
Di-iron trioxide 0.1
Calcium oxide 0.2.
Embodiment five:
A kind of polyurethane material, the substance (kg) including following weight:
Propylene oxide condensation product 64
Polyester polyol 24
Starch Sodium Octenyl Succinate 5
Silane coupling agent 0.1
Hexamethylene diisocyanate 65
Triethylene diamine 0.5
Foam stabiliser 1.7
Stannous octoate 0.5
Di-iron trioxide 0.27
Magnesia 0.23
Calcium oxide 0.12.
Embodiment six:
A kind of polyurethane material, the substance (kg) including following weight:
Propylene oxide condensation product 46
Polyester polyol 19
Starch Sodium Octenyl Succinate 8.6
Silane coupling agent 0.22
Hexamethylene diisocyanate 88
Triethylene diamine 0.65
Foam stabiliser 1.8
Stannous octoate 0.35
Di-iron trioxide 0.21
Magnesia 0.16
Calcium oxide 0.14.
Comparative example one:
A kind of polyurethane material, the substance (kg) including following weight:
Propylene oxide condensation product 56
Polyester polyol 30
Starch Sodium Octenyl Succinate 7.2
Silane coupling agent 0.38
Hexamethylene diisocyanate 78
Triethylene diamine 0.94
Foam stabiliser 1.3
Stannous octoate 0.42.
Comparative example two:
A kind of polyurethane material, the substance (kg) including following weight:
Propylene oxide condensation product 56
Polyester polyol 30
Silane coupling agent 0.38
Hexamethylene diisocyanate 78
Triethylene diamine 0.94
Foam stabiliser 1.3
Stannous octoate 0.42
Di-iron trioxide 0.13
Magnesia 0.04
Calcium oxide 0.07.
Comparative example three:
A kind of polyurethane material, the substance (kg) including following weight:
Propylene oxide condensation product 46
Polyester polyol 19
Starch Sodium Octenyl Succinate 8.6
Silane coupling agent 0.22
Hexamethylene diisocyanate 88
Triethylene diamine 0.65
Foam stabiliser 1.8
Di-iron trioxide 0.21
Magnesia 0.16
Calcium oxide 0.14.
2.5cm × 2.5cm × 2.5cm cube is made in polyurethane material in embodiment 2 to 5, comparative example 1 to 3,
It is detected according to standard GB_T 10799-2008, obtains porosity, the results are shown in Table 1;By embodiment 2 to 5, comparative example 1 to 3
In the mean cell diameter of the material that is detected according to GB/T 12811-1991 standard of polyurethane material, as a result
It is shown in Table 1.
1 porosity of table and mean cell diameter testing result table
Porosity (%) | Mean cell diameter (mm) | |
Embodiment two | 93.5 | 2.4 |
Embodiment three | 93.6 | 2.7 |
Example IV | 94.7 | 2.5 |
Embodiment five | 91.8 | 2.6 |
Embodiment six | 95.2 | 2.5 |
Comparative example one | 92.5 | 2.3 |
Comparative example two | 92.3 | 2.2 |
Comparative example three | 88.7 | 1.9 |
As can be seen from the above table, larger, the stannous octoate device to hole in system that lacks stannous octoate performance gap of comparative example three
Gap rate and foam structure generate large effect.
By embodiment 2 to 6,0.3cm × 3cm × 3cm sample is made in the polyurethane material in comparative example 1 to 3, is placed in
In 8 parallel culture bases with the same terms, the same composite bacteria of identical quantity is launched into each culture medium, is placed in
In control environment, an inoculum density is measured by sampling every 8h, record inoculum density reaches the time used when maximum, see the table below 2.
2 Spawn incubation experimental result of table
Inoculum density maximum time (h) | |
Embodiment two | 72 |
Embodiment three | 88 |
Example IV | 80 |
Embodiment five | 66 |
Embodiment six | 72 |
Comparative example one | 104 |
Comparative example two | 112 |
Comparative example three | 80 |
As can be seen from the above table, comparative example one is increased significantly with respect to the repoductive time of embodiment, and metal oxide can promote
The breeding of microorganism, while lacking for starch Sodium Octenyl Succinate, has obviously slowed down the speed of microbial reproduction in comparative example three
Degree.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (7)
1. a kind of family sewage treatment recirculating fluidized bed, it is characterised in that: including tank body, the tank body be divided into regulatory region,
Anaerobic zone, aerobic zone and circulating filtration area, are both provided with floating stuffing in the regulatory region, anaerobic zone and aerobic zone, in tank body
It is additionally provided with air hose, the gas outlet of air hose is located at the bottom of regulatory region, and the gas outlet is provided with jet aerator;It is described
Diversion pipe I, diversion pipe II, diversion pipe III, return pipe and outlet pipe are provided in tank body, regulatory region bottom is connected in the diversion pipe I
At the top of portion and anaerobic zone, at the top of the conducting anaerobic zone bottom diversion pipe II and aerobic zone, the entrance of the diversion pipe III is located at
The outlet of aerobic zone bottom, the diversion pipe III is connected with outlet pipe, is provided between the diversion pipe III and outlet pipe excessive
Chute, the return pipe are connected the top of regulatory region and the bottom in circulating filtration area, are provided with airlift pump on the return pipe, institute
The air for stating airlift pump generation leads to air hose, and the air hose is provided with the aeration tube positioned at aerobic zone bottom, the aeration
Managing one end far from air hose is annular shape.
2. a kind of family sewage treatment recirculating fluidized bed according to claim 1, it is characterised in that: the circulating filtration area
It is provided with supporting plate, fibrous nodules filler is provided on supporting plate, the anaerobic zone and aerobic zone, which are provided with, prevents filler loss
Filler cover board.
3. a kind of family sewage treatment recirculating fluidized bed according to claim 1, it is characterised in that: the floating stuffing is adopted
Use polytetrafluoroethylene fibre.
4. a kind of family sewage treatment recirculating fluidized bed according to claim 1, it is characterised in that: the floating stuffing packet
Polyurethane matrix and polyethylene backbone are included, the polyurethane matrix includes the component of following parts by weight:
40-80 parts of polyether polyol
15-30 parts of polyester polyol
5-10 parts of starch Sodium Octenyl Succinate
0.1-0.4 parts of silane coupling agent
50-100 parts of hexamethylene diisocyanate
0.5-1 parts of triethylene diamine
1-2 parts of foam stabiliser.
5. a kind of family sewage treatment recirculating fluidized bed according to claim 4, it is characterised in that: the polyurethane matrix
It further include stannous octoate 0.2-0.5 parts by weight, the weight ratio of stannous octoate and triethylene diamine is 2:4~5.
6. a kind of family sewage treatment recirculating fluidized bed according to claim 4, it is characterised in that: the polyurethane matrix
It further include di-iron trioxide 0.1-0.2 parts by weight, magnesia 0-0.3 parts by weight and calcium oxide 0-0.2 parts by weight.
7. a kind of family sewage treatment recirculating fluidized bed according to claim 4, it is characterised in that: the polyester polyol
The polyester-diol synthesized using adipic acid with ethylene glycol, the polyether polyol use propylene oxide condensation product.
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CN109809556A (en) * | 2019-03-19 | 2019-05-28 | 广州大学 | A kind of honeycomb biologic packing material and its preparation method and application suitable for microbiological treatment waste water |
CN110498579A (en) * | 2019-09-27 | 2019-11-26 | 北京科泰兴达高新技术有限公司 | A kind of dispersing type integrated sewage treating apparatus |
CN112358029A (en) * | 2020-09-10 | 2021-02-12 | 安徽普氏生态环境工程有限公司 | Novel biological composite filler and preparation method and application thereof |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20121450U1 (en) * | 2001-10-16 | 2002-12-19 | Aco Severin Ahlmann Gmbh & Co. Kg, 24768 Rendsburg | Biological waste water treatment device |
CN101538105A (en) * | 2009-04-23 | 2009-09-23 | 浙江省环境保护科学设计研究院 | Physicochemistry-biochemistry combined technology for optical brightener wastewater treatment |
CN203820608U (en) * | 2014-04-30 | 2014-09-10 | 湖南艾布鲁环保科技有限公司 | Village and town sewage treatment and deep purification integrated equipment |
CN203820542U (en) * | 2014-03-11 | 2014-09-10 | 中国水电顾问集团贵阳勘测设计研究院有限公司 | Aerobic and anaerobic integrated fluidized-bed biofilm reactor device |
CN105440304A (en) * | 2015-12-14 | 2016-03-30 | 青岛水务集团有限公司科技中心 | Preparation method of modified montmorillonite-containing reticulated polyurethane microbial carrier |
-
2016
- 2016-06-25 CN CN201610482144.4A patent/CN105859062B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20121450U1 (en) * | 2001-10-16 | 2002-12-19 | Aco Severin Ahlmann Gmbh & Co. Kg, 24768 Rendsburg | Biological waste water treatment device |
CN101538105A (en) * | 2009-04-23 | 2009-09-23 | 浙江省环境保护科学设计研究院 | Physicochemistry-biochemistry combined technology for optical brightener wastewater treatment |
CN203820542U (en) * | 2014-03-11 | 2014-09-10 | 中国水电顾问集团贵阳勘测设计研究院有限公司 | Aerobic and anaerobic integrated fluidized-bed biofilm reactor device |
CN203820608U (en) * | 2014-04-30 | 2014-09-10 | 湖南艾布鲁环保科技有限公司 | Village and town sewage treatment and deep purification integrated equipment |
CN105440304A (en) * | 2015-12-14 | 2016-03-30 | 青岛水务集团有限公司科技中心 | Preparation method of modified montmorillonite-containing reticulated polyurethane microbial carrier |
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