CN108911434A - Without pipe network domestic sewerage total system - Google Patents

Without pipe network domestic sewerage total system Download PDF

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Publication number
CN108911434A
CN108911434A CN201811035289.5A CN201811035289A CN108911434A CN 108911434 A CN108911434 A CN 108911434A CN 201811035289 A CN201811035289 A CN 201811035289A CN 108911434 A CN108911434 A CN 108911434A
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CN
China
Prior art keywords
grades
sewage
pond
biological treatment
mbr membrane
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.)
Pending
Application number
CN201811035289.5A
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Chinese (zh)
Inventor
陈立君
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.)
Tianjin Rui Rex Environmental Protection Engineering Co Ltd
Original Assignee
Tianjin Rui Rex Environmental Protection 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
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Application filed by Tianjin Rui Rex Environmental Protection Engineering Co Ltd filed Critical Tianjin Rui Rex Environmental Protection Engineering Co Ltd
Priority to CN201811035289.5A priority Critical patent/CN108911434A/en
Publication of CN108911434A publication Critical patent/CN108911434A/en
Pending legal-status Critical Current

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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/30Treatment of water, waste water, or sewage by irradiation
    • C02F1/32Treatment of water, waste water, or sewage by irradiation with ultraviolet light
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/441Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/105Phosphorus compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/16Nitrogen compounds, e.g. ammonia
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00Specific treatment goals
    • C02F2303/04Disinfection
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • C02F3/1236Particular type of activated sludge installations
    • C02F3/1268Membrane bioreactor systems
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes
    • C02F3/308Biological phosphorus removal
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F7/00Aeration of stretches of water

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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)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

Without pipe network domestic sewerage total system, including septic tank, artificial grid sewage-removing machine, conditioning tank, A grades of biological treatment tanks, O grades of biological treatment tanks, MBR membrane cisterna, Multistage filtering device, RO reverse osmosis unit, disinfection by ultraviolet light pond, sludge-tank Sewage treatment pond, fermentation vat.The invention patent is combined by A grades of biological treatment tanks, O grades of biological treatment tanks, MBR membrane cisterna, substantially increases the purification rate of sewage, removes the nutriments such as dirty Organic substance in water, floating material, nitrogen phosphorus to the greatest extent;By multistage filtering, by treated, water is purified in conjunction with RO counter-infiltration system again, is stored in ultraviolet disinfection pond, and the water after ultraviolet disinfection, which is back to use, flushes the toilet, rinses ground, pour the links such as greenery patches, microlandschaft supplement water.The excrement slag that excess sludge is separated with artificial grid sewage-removing machine is transported to after fermentation vat and stalk and aerobic fermentation microbial inoculum mixed fermentation for park maintenance and soil improvement.Present treatment system solves no pipe network area toilet contamination emission problem, and effluent quality is good, realizes the recycling treatment of waste.

Description

Without pipe network domestic sewerage total system
Technical field
The invention patent relates to a kind of dirt integrated treatment and recycling system, more precisely a kind of no pipe network area Dirt integrated treatment and recycling system.
Background technique
China's waste main processing ways are that sewage treatment plant's centralized processing is entered after septic tank, because rural area area is wide It is general, the dispersion of public lavatory place, be laid with pipe network dispersion and invest it is larger, pipeline network construction lag cause waste cannot by it is effective collect with Processing;The some newly-built regions in city do not have urban pipe network in process of construction, and it is difficult that waste collects processing;City waste nutrition Material abundance, water content are big, and be effectively treated to recycle again, are recycled, economize on resources.
Summary of the invention
The purpose of the invention patent is to provide a kind of no pipe network domestic sewerage total system, and waste mixture is through changing excrement Pond primary filtration removes solid impurity, after removing bulky grain suspended matter by artificial grid sewage-removing machine, into conditioning tank, passes through tune Pond regulating water quality, water are saved, the organic substance, denitrogenation subsequently into AO biochemistry pool, under the action of microorganism in removal sewage Dephosphorization, water outlet enter MBR membrane cisterna, and organic matter, ammonia nitrogen, phosphate etc. in in-depth removal sewage improve organic substance and nitrogen phosphorus Removal rate;For the sludge reflux of O grades of biochemistry pools and MBR membrane cisterna to A grades of biochemistry pools, it is dense that excess sludge is transported to sludge-tank progress Contracting;The water outlet of MBR membrane cisterna enters in the filtration system of sand filtration-carbon filtration-refined filtration combination, removal SS, turbidity, heavy metal and other Substance improves effluent quality, and water outlet enters RO counter-infiltration system, advanced optimizes effluent quality, and water outlet reaches after ultraviolet disinfection 《Urban sewage reutilization urban reclaimed water water quality》(GB_T 18920-2002) reuse of wastewater standard, effluent reuse in Toilet bath, toilet floor surface flushing, surrounding green land irrigation, surrounding microlandschaft supplement use water.
The invention patent to achieve the above object, is achieved through the following technical solutions:
At pipe network domestic sewerage total system, including septic tank, artificial grid sewage-removing machine, conditioning tank, A grades of biologies Manage pond, O grades of biological treatment tanks, MBR membrane cisterna, Multistage filtering device, RO reverse osmosis unit, disinfection by ultraviolet light pond, sludge-tank, waste water The discharge port of recovery pond, fermentation vat and septic tank is connected to the feed inlet of artificial grid sewage-removing machine, and artificial grid sewage-removing machine goes out The outlet of the inlet communication of material mouth and conditioning tank, conditioning tank is connected to the feed inlet of A grades of biological treatment tanks, A grades of biological treatment tanks Discharge port be connected to the feed inlet of O grades of biological treatment tanks, the feed inlet of the discharge ports of O grades of biological treatment tanks and MBR membrane cisterna connects Logical, the sludge reflux of MBR membrane cisterna to A grades of biological treatment tanks, MBR membrane cisterna excess sludge is connected to the feed inlet of sludge-tank, MBR film The material outlet in pond is connected to the feed inlet of Multistage filtering device, the discharge port of Multistage filtering device and RO reverse osmosis unit into The connection of liquid mouth, the wastewater outlet of RO reverse osmosis unit are connected to the wastewater inlet in Sewage treatment pond, RO reverse osmosis unit liquid outlet It is connected to the feed inlet in disinfection by ultraviolet light pond, the air outlet of blower is connected to the inside of O grades of biological treatment tanks and MBR membrane cisterna, people Work grid sewage-removing machine and sludge-tank discharge port are connected to fermentation vat feed inlet.
In order to further realize the purpose of the invention patent, following technical scheme can also be used:O grades of biological treatment tanks, Device equipped with the reflux to the pond A, MBR membrane cisterna, equipped with to the reflux unit in the pond A, waste mixture through septic tank primary filtration Solid impurity is removed, after removing bulky grain suspended matter by artificial grid sewage-removing machine, into conditioning tank, water is adjusted by conditioning tank Matter, water remove organic substance, the denitrogenation dephosphorizing in sewage subsequently into AO biochemistry pool under the action of microorganism, be discharged into Enter MBR membrane cisterna, organic matter, ammonia nitrogen, phosphate etc. in in-depth removal sewage improve the removal rate of organic substance and nitrogen phosphorus;O grades To A grades of biochemistry pools, excess sludge is transported to sludge-tank and is concentrated the sludge reflux of biochemistry pool and MBR membrane cisterna;The water outlet of MBR membrane cisterna It enters in sand filtration-carbon filtration-refined filtration combination filtration system, removal SS, turbidity, heavy metal and other substances improve water outlet water Matter, water outlet enter RO counter-infiltration system, advanced optimize effluent quality, and water outlet reaches after ultraviolet disinfection《Regeneration of urban sewage Utilize urban reclaimed water water quality》(GB_T 18920-2002) reuse of wastewater standard, effluent reuse in toilet wash by water, Toilet floor surface flushing, surrounding green land irrigation, surrounding microlandschaft supplement use water.
Wherein the concentration fecal pollution slag of artificial grid sewage-removing machine enters fermentation vat, be added in pond crushing straw (2mm) with it is aerobic Fermenting microbe, adjusting pH value, moisture, temperature, stirring rate and ventilatory capacity post-fermentation is organic fertilizer, is used for park maintenance and soil Improvement.The O grades of biological treatment tank includes oxygenation slot, and dial type oxygen-increasing device is installed on the top of oxygenation slot, and the dial type increases Oxygen device includes annular backup pad, and the downside of annular backup pad is connect with annular backup pad, and collection is arranged in the top of annular backup pad Wind box, air collecting box body can slide on annular backup pad, and the lower part of discharge nozzle connects several stirring pipes, the upper end of stirring pipe Inside is connected to the inside of air collecting box body, and stirring pipe passes through the middle part of annular backup pad, and oxygenation slot is protruded into the lower end of stirring pipe Inside bottom, the side of annular backup pad connect motor, and the output shaft end of motor connects turntable, plane where turntable and annular Plane where support plate is parallel, and the side of turntable connects transmission shaft, and for transmission shaft by shaft connection drive rod, drive rod can be It is rotated on transmission shaft along shaft, one end of drive rod is connect with the side of air collecting box body, and the side of air collecting box body is connected to ventilation It is connected to inside hose, one end inside of vent hose and the air outlet of blower, the lower part side of oxygenation slot is connected to feed pipe, feeds Pipe is connected to O grades of biological treatment tanks, and the lower part other side of oxygenation slot is connected to discharge nozzle, and discharge nozzle is connected to Multistage filtering device.
Booster fan, the shell of booster fan and the case weld of air collecting box body are installed in the top of the air collecting box body, increase It is connected to inside the air outlet of pressure fan with the inside of air collecting box body.
The side of the stirring pipe connects several stirring blades.
The lower end of the stirring pipe opens up several micropores.
The advantages of the invention patent, is:The invention patent passes through A grades of biological treatment tanks, O grades of biological treatment tanks, MBR film Pond combines, and improves the removal efficiency of organic matter of sewage matter, nitrogen phosphorus.The MBR membrane cisterna of the invention patent can make raw by A grades Activated sludge and water body separation in the sanitary sewage of object processing pond and O grades of biological treatment tank fermentation process, enable recycle-water Further purified.The artificial grid sewage-removing machine of the invention patent can carry out primary filtration to sanitary sewage, by excrement slag point From.The Multistage filtering device of the invention patent can be further excellent by the effluent quality of MBR membrane cisterna in conjunction with RO counter-infiltration system Change, reaches《Urban sewage reutilization urban reclaimed water water quality》(GB_T18920-2002) reuse of wastewater standard.This hair Excess sludge and excrement slag can ferments for organic fertilizer by the fermentation vat of bright patent, applied to afforestation and soil improvement.This hair Bright patent also have the advantages that it is simple for structure it is compact, manufacturing cost is cheap, waste resource recycling and reusing and using easy.
Detailed description of the invention
Attached drawing is used to provide to further understand the invention patent, and constitutes part of specification, with the present invention The embodiment of patent is used to explain the present invention patent together, does not constitute the limitation to the invention patent.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the invention patent;
Fig. 2 is the enlarged structure schematic diagram of O grades of biological treatment tanks 4;
Specific embodiment
It is illustrated below in conjunction with preferred embodiment of the attached drawing to the invention patent, it should be understood that described herein excellent It selects embodiment to be merely to illustrate and explain the present invention patent, is not intended to limit the present invention patent.
Without pipe network domestic sewerage total system, as Figure 1-Figure 2, including septic tank 1, artificial grid sewage-removing machine 2, Conditioning tank 25, A grade biological treatment tank 3, O grades of biological treatment tanks 4, MBR membrane cisterna 5, Multistage filtering device 6, RO reverse osmosis unit 7, The discharge port of disinfection by ultraviolet light pond 26, sludge-tank 8, Sewage treatment pond 9, fermentation vat 27 and septic tank 1 and artificial grid sewage-removing machine 2 Feed inlet connection, the inlet communication of the discharge port of artificial grid sewage-removing machine 2 and conditioning tank 25, the outlet of conditioning tank 25 with A grades The feed inlet of biological treatment tank 3 is connected to, and the discharge port of A grades of biological treatment tanks 3 is connected to the feed inlet of O grades of biological treatment tanks 4, O The discharge port of grade biological treatment tank 4 is connected to the feed inlet of MBR membrane cisterna 5, the sludge reflux of MBR membrane cisterna 5 to A grades of biological treatment tanks 3, MBR membrane cisterna, 5 excess sludge is connected to the feed inlet of sludge-tank 8, the material outlet of MBR membrane cisterna 5 and Multistage filtering device 6 into Material mouth connection, the discharge port of Multistage filtering device 6 are connected to the inlet of RO reverse osmosis unit 7, the waste water of RO reverse osmosis unit 7 Outlet is connected to the wastewater inlet in Sewage treatment pond 9, and the feed inlet in 7 liquid outlet of RO reverse osmosis unit and disinfection by ultraviolet light pond 26 connects Logical, the air outlet of blower 10 is connected to the inside of O grades of biological treatment tanks 4 and MBR membrane cisterna 5, artificial grid sewage-removing machine 2 and sludge-tank 8 discharge ports are connected to 27 feed inlet of fermentation vat.
Waste mixture removes solid impurity through septic tank primary filtration, and it is outstanding to remove bulky grain by artificial grid sewage-removing machine After floating object, into conditioning tank, gone under the action of microorganism by conditioning tank regulating water quality, water subsequently into AO biochemistry pool Except organic substance, the denitrogenation dephosphorizing in sewage, water outlet enters MBR membrane cisterna, organic matter, ammonia nitrogen, phosphoric acid in in-depth removal sewage Salt etc. improves the removal rate of organic substance and nitrogen phosphorus;The sludge reflux of O grades of biochemistry pools and MBR membrane cisterna is remaining to A grades of biochemistry pools Sludge is transported to sludge-tank and is concentrated;The water outlet of MBR membrane cisterna enters in sand filtration-carbon filtration-refined filtration combination filtration system, removal SS, turbidity, heavy metal and other substances improve effluent quality, and water outlet enters RO counter-infiltration system, advanced optimizes water outlet water Matter, water outlet reach after ultraviolet disinfection《Urban sewage reutilization urban reclaimed water water quality》GB_T 18920-2002 sewage is again It makes profits with standard, effluent reuse supplements use in toilet bath, toilet floor surface flushings, surrounding green land irrigation, surrounding microlandschaft Water.
Wherein the concentration fecal pollution slag of artificial grid sewage-removing machine 2 enters fermentation vat 27, be added in pond crushing straw 2mm with it is aerobic Fermenting microbe, adjusting pH value, moisture, temperature, stirring rate and ventilatory capacity post-fermentation is organic fertilizer, is used for park maintenance and soil Improvement.
The O grades of biological treatment tank 4 includes oxygenation slot 23, and dial type oxygen-increasing device is installed on the top of oxygenation slot 23, described Dial type oxygen-increasing device includes annular backup pad 24, and the downside of annular backup pad 24 is connect with annular backup pad 23, annular brace Air collecting box body 12 is arranged in the top of plate 24, and air collecting box body 12 can slide on annular backup pad 24, and the lower part of discharge nozzle 21 connects Several stirring pipes 18 are connect, are connected to inside the upper end of stirring pipe 18 with the inside of air collecting box body 12, stirring pipe 18 passes through annular brace The inside bottom of oxygenation slot 23 is protruded into the middle part of plate 24, the lower end of stirring pipe 18, and the side of annular backup pad 24 connects motor 17, The output shaft end of motor 17 connects turntable 16, and 16 place plane of turntable is parallel with 24 place plane of annular backup pad, turntable 16 Side connect transmission shaft 15, transmission shaft 15 by shaft connection drive rod 14, drive rod 14 can on transmission shaft 15 along Shaft rotation, one end of drive rod 14 are connect with the side of air collecting box body 12, and the side of air collecting box body 12 is connected to vent hose 11, It being connected to inside one end of vent hose 11 with inside the air outlet of blower 10, the lower part side of oxygenation slot 23 is connected to feed pipe 22, Feed pipe 22 is connected to O grades of biological treatment tanks 4, and the lower part other side of oxygenation slot 23 is connected to discharge nozzle 21, discharge nozzle 21 and multistage Filter device 6 is connected to.
The invention patent is additionally arranged dial type oxygen-increasing device on oxygenation slot 23, and dial type oxygen-increasing device can think oxygenation Sewage is stirred by stirring pipe 18 while sewage inside slot 23 is passed through air, the air exported due to stirring pipe 18 It can gradually be flowed up inside sewage, stirring pipe 18 can generate during stirring between sewage and stirring pipe 18 can be square Just the conveyor zones that gas passes through, so that the gas for allowing 18 delivery outlet of stirring pipe to export can pass through from non-densified regions, to allow Air can be improved more fully aerobic inside sewage with waste water to improve the oxygen content inside sewage Breath bacteria is in solid-liquid combination state since the sludge concentration inside arrival oxygenation slot 23 is higher to the processing speed of sewage, Therefore when stirring pipe 18 is stirred sewage, the region positioned at 18 direction of advance rear of stirring pipe is due to the smaller meeting shape of pressure At conveyor zones, gas is facilitated to pass through.The motor 17 of the invention patent can pass through transmission shaft 15, turntable 16 and drive rod 14 In conjunction with the horizontal sliding on annular backup pad 24 of air collecting box body 12 is driven, so that stirring pipe 18 be allowed to realize that the stirring to sewage is imitated Fruit.Being combined by air collecting box body 12 with stirring pipe 18 for the invention patent, enables the air-flow of blower to imported into from the top down In sewage inside oxygenation slot 23, the dirt inside stirring pipe 18 will be constantly blocked in so as to combine using air pressure and gravity Water dredging, avoids stirring pipe 18 easily by sludge blockage, relative to the ventilation pipe being embedded in inside oxygenation slot 23, blocking Risk substantially reduces.The drive rod 14, transmission shaft 15 and turntable 16 of the invention patent are steel structure, are carried out in stirring pipe 18 The phenomenon that being not in bending during stirring.
The top of the air collecting box body 12 is installed by booster fan 13, the shell of booster fan 13 and the shell of air collecting box body 12 The air outlet inside of welding, booster fan 13 is connected to the inside of air collecting box body 12.
The booster fan 13 of the invention patent can be opened when stirring pipe 18 blocks, to increase air collecting box body 12 Internal air pressure, is dredged stirring pipe 18 using hyperbar.Booster fan 13 can need higher in oxygenation slot 23 simultaneously It is opened when oxygen content, to improve the gas output of stirring pipe 18.
The side of 2 stirring pipes 18 connects several stirring blades 19.
The stirring blade 19 of the invention patent can be improved the mixing effect of stirring pipe 18
The lower end of the stirring pipe 18 opens up several micropores 20.
The micropore 20 of the invention patent can assist stirring pipe 18 that gas is discharged.
Entire processing system, the effect played as a whole;Solve the problems, such as the sewage discharge in no pipe network area;Processing Water can be back to use urban reclaimed water (pour public lawn, flush the toilet, wash away ground, road-cleaning), industrial water, microlandschaft and use The links such as water save fwaater resources protection environment;Excess sludge is organic fertilizer with isolated excrement slag fermentation, be applied to park maintenance with Soil improvement.
Use scope:It is de- that general this technique can be used in large-scale wastewater treatment plant, Industrial Wastewater Treatment, coal chemical industrial waste water The applications such as salt, printing and dyeing high concentration wastewater treatment, landfill leachate;Our technique is combined with processing lavatory waste, by force Adjust application scenarios.
Finally it should be noted that:The foregoing is merely the preferred embodiment of the invention patent, it is not limited to this Patent of invention, although the invention patent is described in detail with reference to the foregoing embodiments, for those skilled in the art For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic It is equivalently replaced.It is all the invention patent spirit and principle within, any modification, equivalent replacement, improvement and so on, It should be comprising within the scope of protection of the patent of the invention.

Claims (7)

1. without pipe network domestic sewerage total system, it is characterised in that:Including septic tank (1), artificial grid sewage-removing machine (2), Conditioning tank (25), A grades of biological treatment tanks (3), O grades of biological treatment tanks (4), MBR membrane cisterna (5), Multistage filtering device (6), RO are anti- Permeability apparatus (7), disinfection by ultraviolet light pond (26), sludge-tank (8), Sewage treatment pond (9), fermentation vat (27) and septic tank (1) Discharge port is connected to the feed inlet of artificial grid sewage-removing machine (2), discharge port and conditioning tank (25) of artificial grid sewage-removing machine (2) Inlet communication, the outlet of conditioning tank (25) are connected to the feed inlet of A grades of biological treatment tanks (3), and A grades of biological treatment tanks (3) go out Material mouth is connected to the feed inlet of O grades of biological treatment tanks (4), the discharge port of O grades of biological treatment tanks (4) and the charging of MBR membrane cisterna (5) Mouthful connection, the sludge reflux of MBR membrane cisterna (5) arrive A grades of biological treatment tanks (3), MBR membrane cisterna (5) excess sludge and sludge-tank (8) Feed inlet connection, the material outlet of MBR membrane cisterna (5) are connected to the feed inlet of Multistage filtering device (6), Multistage filtering device (6) Discharge port be connected to the inlet of RO reverse osmosis unit (7), the wastewater outlet of RO reverse osmosis unit (7) and Sewage treatment pond (9) wastewater inlet connection, RO reverse osmosis unit (7) liquid outlet are connected to the feed inlet of disinfection by ultraviolet light pond (26), blower (10) air outlet is connected to the inside of O grades of biological treatment tanks (4) and MBR membrane cisterna (5), artificial grid sewage-removing machine (2) and sludge Pond (8) discharge port is connected to fermentation vat (27) feed inlet.
2. no pipe network domestic sewerage total system according to claim 1, processing step are as follows:Waste mixture warp Septic tank primary filtration removes solid impurity, after removing bulky grain suspended matter by artificial grid sewage-removing machine, into conditioning tank, leads to Overregulate pond regulating water quality, water, subsequently into AO biochemistry pool, removed under the action of microorganism organic substance in sewage, Denitrogenation dephosphorizing, water outlet enter MBR membrane cisterna, organic matter, ammonia nitrogen, phosphate etc. in in-depth removal sewage, improve organic substance and The removal rate of nitrogen phosphorus;The sludge reflux of O grades of biochemistry pools and MBR membrane cisterna arrives A grades of biochemistry pools, and excess sludge is transported to sludge-tank and carries out Concentration;The water outlet of MBR membrane cisterna enters in the filtration system of sand filtration-carbon filtration-refined filtration combination, removal SS, turbidity, heavy metal and its His substance improves effluent quality, and water outlet enters RO counter-infiltration system, advanced optimizes effluent quality, and water outlet reaches after ultraviolet disinfection It arrives《Urban sewage reutilization urban reclaimed water water quality》(GB_T 18920-2002) reuse of wastewater standard, effluent reuse In toilet bath, toilet floor surface flushing, surrounding green land irrigation, surrounding microlandschaft supplement water.
3. no pipe network domestic sewerage total system according to claim 1, it is characterised in that:Wherein artificial grid removes The concentration fecal pollution slag of dirty machine (2) enters fermentation vat (27), and crushing straw (2mm) and aerobic fermentation strain are added in pond, adjusts pH Value, moisture, temperature, stirring rate and ventilatory capacity post-fermentation are organic fertilizer, are used for park maintenance and soil improvement.
4. no pipe network domestic sewerage total system according to claim 1, it is characterised in that:At the O grades of biology Reason pond (4) includes oxygenation slot (23), and dial type oxygen-increasing device, the dial type oxygen-increasing device packet are installed in the top of oxygenation slot (23) Include annular backup pad (24), the downside of annular backup pad (24) is connect with annular backup pad (23), annular backup pad (24) it is upper Air collecting box body (12) are arranged in portion, and air collecting box body (12) can slide on annular backup pad (24), and the lower part of discharge nozzle (21) connects It connects several stirring pipes (18), is connected to inside the upper end of stirring pipe (18) with the inside of air collecting box body (12), stirring pipe (18) passes through The inside bottom of oxygenation slot (23), annular backup pad (24) are protruded into the middle part of annular backup pad (24), the lower end of stirring pipe (18) Side connect motor (17), the output shaft end of motor (17) connects turntable (16), and plane where turntable (16) and annular are propped up Plane where fagging (24) is parallel, and the side of turntable (16) connects transmission shaft (15), and transmission shaft (15) is connected by shaft and is driven Bar (14), drive rod (14) can rotate on transmission shaft (15) along shaft, one end of drive rod (14) and air collecting box body (12) side connection, the side of air collecting box body (12) are connected to vent hose (11), one end inside of vent hose (11) and wind The lower part side of connection inside the air outlet of machine (10), oxygenation slot (23) is connected to feed pipe (22), feed pipe (22) and O grades of biologies The lower part other side of processing pond (4) connection, oxygenation slot (23) is connected to discharge nozzle (21), discharge nozzle (21) and Multistage filtering device (6) it is connected to.
5. no pipe network domestic sewerage total system according to claim 2, it is characterised in that:The air collecting box body (12) booster fan (13) are installed on top, and the shell of booster fan (13) and the case weld of air collecting box body (12) are pressurized wind It is connected to inside the air outlet of machine (13) with the inside of air collecting box body (12).
6. no pipe network domestic sewerage total system according to claim 2, it is characterised in that:The stirring pipe (18) Side connect several stirring blades (19).
7. no pipe network domestic sewerage total system according to claim 2, it is characterised in that:The stirring pipe (18) Lower end open up several micropores (20).
CN201811035289.5A 2018-09-06 2018-09-06 Without pipe network domestic sewerage total system Pending CN108911434A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811035289.5A CN108911434A (en) 2018-09-06 2018-09-06 Without pipe network domestic sewerage total system

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Application Number Priority Date Filing Date Title
CN201811035289.5A CN108911434A (en) 2018-09-06 2018-09-06 Without pipe network domestic sewerage total system

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Publication Number Publication Date
CN108911434A true CN108911434A (en) 2018-11-30

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CN110183052A (en) * 2019-06-17 2019-08-30 北京中科国润环保科技有限公司 A kind of waste waste water treatment system and method

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