CN108238676A - A kind of unpowered purifier of AB methods applied in mountain area - Google Patents
A kind of unpowered purifier of AB methods applied in mountain area Download PDFInfo
- Publication number
- CN108238676A CN108238676A CN201810221279.4A CN201810221279A CN108238676A CN 108238676 A CN108238676 A CN 108238676A CN 201810221279 A CN201810221279 A CN 201810221279A CN 108238676 A CN108238676 A CN 108238676A
- Authority
- CN
- China
- Prior art keywords
- aerobic
- purification tank
- purifier
- anaerobism
- dispersion
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 54
- 238000000746 purification Methods 0.000 claims abstract description 51
- 239000006185 dispersion Substances 0.000 claims abstract description 32
- 238000009423 ventilation Methods 0.000 claims abstract description 9
- 239000000945 filler Substances 0.000 claims description 23
- 206010058109 Hangnail Diseases 0.000 claims description 5
- 238000005192 partition Methods 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 239000010865 sewage Substances 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 8
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 239000001301 oxygen Substances 0.000 abstract description 2
- 229910052760 oxygen Inorganic materials 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 5
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 238000005276 aerator Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000001746 injection moulding Methods 0.000 description 3
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 238000005273 aeration Methods 0.000 description 2
- 238000000889 atomisation Methods 0.000 description 2
- ZSWFCLXCOIISFI-UHFFFAOYSA-N cyclopentadiene Chemical compound C1C=CC=C1 ZSWFCLXCOIISFI-UHFFFAOYSA-N 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000003595 mist Substances 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
- 239000011574 phosphorus Substances 0.000 description 2
- -1 polypropylene Polymers 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000003570 air Substances 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000006396 nitration reaction Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 238000006213 oxygenation reaction Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920006324 polyoxymethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
-
- 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
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (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)
- Treatment Of Biological Wastes In General (AREA)
Abstract
The invention discloses a kind of unpowered purifiers of AB methods applied in mountain area; belong to sewage disposal, environmental protection technical field; the aerobic purifier of anaerobism purification tank, back segment including leading portion; connecting pipe is equipped between anaerobism clean water tank and aerobic purifier; aerobic purifier is made of the dispersion water clock slot on top and the aerobic purification tank of lower part; dispersion water clock slot is connected with aerobic purification tank water, disperses in the lower wall of water clock slot to be provided with ventilation opening；Anaerobism purification tank is placed higher than aerobic purification tank, anaerobism purification tank is discharged and is drained, unpowered processing is realized by the height official post anaerobism between aerobic device to aerobic stage, setting additionally by dispersion dripping and leaking device and ventilation opening makes anaerobic effluent be come into full contact with air, the oxygen content of aerobic stage is improved, finally improves aerobic treatment effect.
Description
Technical field
The invention belongs to sewage disposal, environmental protection technical field more particularly to a kind of AB methods applied in mountain area without dynamic
Power purifier.
Background technology
A sections of AB method techniques are anaerobic stages, and B sections are aerobic stage.
Now, new rural village purification slot device sewage disposal is widely used in Chinese countryside, wherein conventional design
Purification tank can be generally divided into two grid septic tanks or three-grid septic tank, and conventional purification slot has many drawbacks, and new rural village is using
During conventional equipment sewage disposal, after pipeline aging blocks, activated sludge will be unable to supply crops and use, in pipeline connection
In the case of, two grid septic tanks or three-grid septic tank that routinely use do not play the effect of denitrogenation dephosphorizing yet, but directly arrange
Go out, so as to cause the pollution of river.
In addition, traditional independent purification tank technology, easily generates blocking so that be unable to reach the effect of total nitrogen total phosphorus level-one A
Fruit, this also brings many difficulties for New Chinese Rural environmental pollution improvement, lacks economic and reliable and can to reach total nitrogen total
The new rural village sewage disposal purification slot device of phosphorus level-one A effects.
New rural village is usually oxygenated the Aerobic Process for Treatment of unpowered purification tank by aerator at present, at present on the market
Popular aerator has air blower aeration, submersible jet aeration, submerged water gas explosion etc., more than be aerated and be required for consuming electric energy,
And oxygenation is insufficient, and the effect of nitration denitrification is made to be affected.
Invention content
Goal of the invention：In view of the above-mentioned deficiencies in the prior art, it is an object of the present invention to provide a kind of AB methods applied in mountain area
The flow that eminence is dripped by disperseing dripping and leaking device, is dispersed as by unpowered purifier in the case of no aerator
Mist state improves the specific surface area of air and water, sewage is made to be come into full contact with air, is oxygenated.
Technical solution：In order to reach foregoing invention purpose, the present invention is specifically achieved like this：It is a kind of to apply in mountain area
The unpowered purifier of AB methods, the aerobic purifier of anaerobism purification tank, back segment including leading portion, anaerobism clean water tank with it is aerobic
Connecting pipe is equipped between purifier, it is characterised in that aerobic purifier by top dispersion water clock slot and lower part it is aerobic net
Change slot to form, dispersion water clock slot is connected with aerobic purification tank water, disperses in the lower wall of water clock slot to be provided with ventilation opening；Anaerobism purifies
Slot is placed higher than aerobic purification tank.Using difference in height, anaerobism is realized to the unpowered of aerobic stage, separately due to dispersion water clock dress
It puts, anaerobism can be made fully to be oxygenated to aerobic stage, further improve the treatment effect of aerobic stage.
Further, the groove body of dispersion water clock slot is built-in with drainage tube, described drainage tube one end connection anaerobism purification tank with
Connecting pipe between aerobic purifier, one or several water conservancy diversion needle tubings of other end vertical connection, the suspension of stream guidance needle pipe end
One dispersion funnel, there are spacing with dispersion water clock slot bottom end for the dispersion funnel.Dispersion funnel can be such that flow more disperses.
Further, the diameter of connecting pipe is more than the diameter of drainage tube, and the diameter of drainage tube is more than the straight of water conservancy diversion needle tubing
Diameter.Using the diminution of pipe diameter, certain pressure differential is formed, makes water outlet that there is certain pressure.
Further, the water conservancy diversion needle tubing is stainless steel and straight down.Water seeks its own level, and stainless steel is not easy
Corrosion and proof pressure bigger.
Further, the edge for disperseing funnel is provided with hangnail.The atomization of water current that eminence is dripped makes connecing for water and air
It is tactile more abundant, it is oxygenated.
Further, the hangnail is triangle.The effect of triangle pair atomization sewage is more excellent.
Further, the ventilation opening backslash shape pipeline downward for notch, can prevent water mist from flowing in ventilation shaft.
The structure of anaerobism purification tank and aerobic purification tank is：Housing cavity is divided into top and bottom phase by one vertical partition plate
Intercommunicated twoth area of left and right, inflow entrance are located at Zuo Qu tops, and weif orifice is located at You Qu tops and less than inflow entrance, it is characterised in that
The lower part in 2nd area of left and right be fixed at intervals it is several go here and there slotting pencil filler device, the slotting pencil filler device of going here and there includes
Stuffing frame, pencil elastic filler, stuffing frame are made of a hollow ring frame and support plate, in the hollow ring frame
If parallel laying dried layer support plate up and down, the through-hole that string inserts pencil elastic filler is equipped on each layer support plate.Hollow circular ring shape frame
Compared to triangle or polygon row, shape and national standardization septic tank more match, and its structural stability is more preferable.Elasticity
Filler does not need to going installation elastic filler again to scene, direct plunges into and can be used, and set through after in entire stent
Anti-current-rush ability is stronger on stent.
Further, hole is provided on hollow ring frame more than top layer's support plate, these holes can be used as string
The through-hole of pencil elastic filler is inserted, to increase the laying area of filler, can also be used as the permeable hole of water.
Further, the head end of the pencil elastic filler and end are located at the same face of same layer support plate.Its first and last two
End is fixed, such as fix head and end with same clip by fastener, elastic filler will not be caused to come off, can also be used two
A clip distinguishes the head and end of fixed pencil elastic filler, and the fixed mode of clip is more easy and secured.
Dispersion water clock slot is connected with left area's water of aerobic purification tank, and dispersion funnel disperses by flow and is aerated into aerobic net
Hua Caozuo areas are handled by that can go here and there slotting pencil filler device.
In anaerobism purification tank and aerobic purification tank, at weif orifice be equipped with filter element, the left chamber of the filter element and
Right chamber bottom connects, and left chamber's bottom setting lautertuns, lautertuns bottom end connects right area, and right chamber is communicated with weif orifice.Not
The suspended solid captured can be further captured by lautertuns, be removed.
Further, it is connected at the top of one end of a clean bend pipe and lautertuns, the other end is pierced by left chamber and stretches into You Qu, cleans
Bend pipe is pierced by the position of left chamber between inflow entrance minimum point and weif orifice minimum point.It can be effective by cleaning bend pipe automatically
Filter material tamper is cleaned on ground automatically, and the suction pipe mode or bath mode or expansion fashion or air manner without power are come
It removes.
Inflow entrance connects a vertical tube and stretches into left area, and the outlet port of the vertical tube is less than weif orifice minimum point.Stream
There are differences in height between entrance and weif orifice, realize unpowered water cycle, while by the laying of vertical tube, equipment is made to intake to obtain
Buffering.
Further, the present apparatus is using materials such as regenerated plastics polypropylene, polyethylene, POM, nylon, cyclopentadiene resins
Injection molding.Can be with one-time injection molding in production, production efficiency is high, and leak not easy to crack.
Advantageous effect：Compared with traditional technology, the invention has the advantages that：
1. disperseing the use of dripping and leaking device and ventilation opening, without aerator, and contact of the sewage with air is more abundant, centainly
It is reduced in degree and just dresses up this and operating cost；
2. utilizing the distinctive rugged geographical advantage in mountain area, consumption electricity is not needed in the operation of anaerobism to aerobic stage always
Power greatly reduced consumption and the noise of the energy；
3. anaerobic device and aerobic device one-time injection molding, device leak not easy to crack.
Description of the drawings
Fig. 1 is the structure diagram of embodiment 1.
Fig. 2 is the structure diagram of embodiment 2.
Fig. 3 is the triangle hangnail schematic diagram for disperseing funnel.
Fig. 4 is the structure diagram of anaerobism purification tank and aerobic purification tank.
Fig. 5 is that can go here and there the structure diagram of slotting pencil filler device.
Specific embodiment
Embodiment 1：A kind of unpowered purifier of AB methods applied in mountain area, anaerobism purification tank 6, back segment including leading portion
Aerobic purifier, connecting pipe 5 is equipped between anaerobism clean water tank 6 and aerobic purifier, aerobic purifier is by top
Dispersion water clock slot 8 and the aerobic purification tank 4 of lower part are formed, and dispersion water clock slot 8 is connected with aerobic 4 water of purification tank, dispersion water clock slot 8
Lower wall on be provided with ventilation opening 7；Anaerobism purification tank 6 is placed higher than aerobic purification tank 4；The groove body of dispersion water clock slot 8 is built-in with
Drainage tube 1, the connecting pipe 5 between described 1 one end of drainage tube connection anaerobism purification tank 6 and aerobic purifier, the other end hangs down
It is direct-connected to connect a water conservancy diversion needle tubing 2,2 end of water conservancy diversion needle tubing suspension, one dispersion funnel 3, the dispersion funnel 3 and dispersion water clock slot 8
There are spacing for bottom end；The diameter of connecting pipe 5 is more than the diameter of drainage tube 1, and the diameter of drainage tube 1 is more than the straight of water conservancy diversion needle tubing 2
Diameter.
The structure of anaerobism purification tank 6 and aerobic purification tank 4 is：61 inner cavity of housing is divided into top and bottom by one vertical partition plate
Twoth area of left and right that portion is interconnected, inflow entrance 62 are located at Zuo Qu tops, and weif orifice 63 is located at You Qu tops and is less than inflow entrance 62,
The lower part in 2nd area of left and right be fixed at intervals it is several go here and there slotting pencil filler device 64, it is described to go here and there slotting pencil filler device 64
Including stuffing frame, pencil elastic filler, stuffing frame is made of a hollow ring frame 641 and support plate 642, the hollow circle
If parallel up and down in annular frame 641 lay dried layer support plate 642, string is equipped on each layer support plate 642 and inserts the logical of pencil elastic filler
Hole 644 is provided with hole 643, the head end of pencil elastic filler and end on hollow ring frame 641 more than top layer's support plate
Best to be located at the same face of same layer support plate, head and end is fixed by fastener.
Filter element 65 is equipped at weif orifice 63, the left chamber of the filter element 65 connects with right chamber bottom, left chamber
Room bottom sets lautertuns 66, and the right area of 66 bottom end of lautertuns connection anaerobism purification tank, 6 or aerobic purification tank 4, right chamber is with putting
Head piece 63 communicates, and one end of a clean bend pipe 67 is connected with 66 top of lautertuns, and the other end is pierced by left chamber and stretches into anaerobism purification
The right area of slot 6 or aerobic purification tank 4 cleans bend pipe 67 and is pierced by the position of left chamber between 62 minimum point of inflow entrance and weif orifice 63
Between minimum point.
Dispersion water clock slot 8 is connected with left area's water of aerobic purification tank 4.
Sewage first passes through anaerobism purification tank and is handled, and anaerobic effluent flows out through drainage tube from water outlet and is drained to dispersion
In water clock slot, water conservancy diversion needle tubing and dispersion funnel sewage is further disperseed, dispersion funnel water droplet is broken up make its in air
Oxygen comes into full contact with, and finally drops onto and Aerobic Process for Treatment is carried out in aerobic purification tank, and the water after Aerobic Process for Treatment is carried out from outlet
Discharge.
Embodiment 2, reference implementation example 1, connection diversion pipe 1 and the water conservancy diversion needle tubing 2 for disperseing funnel 3 are several, described
The edge of dispersion funnel 3 is provided with triangle hangnail 9.
Embodiment 3, reference implementation example 1, the backslash shape pipeline downward for notch of ventilation opening 7.
Claims (10)
1. a kind of unpowered purifier of AB methods applied in mountain area, the aerobic purification of anaerobism purification tank, back segment including leading portion
Device is equipped with connecting pipe between anaerobism clean water tank and aerobic purifier, it is characterised in that aerobic purifier is divided by top
The aerobic purification tank for dissipating water clock slot and lower part is formed, and dispersion water clock slot is connected with aerobic purification tank water, disperses the downside of water clock slot
Ventilation opening is provided on wall；Anaerobism purification tank is placed higher than aerobic purification tank.
A kind of 2. unpowered purifier of AB methods applied in mountain area according to claim 1, it is characterised in that dispersion drop
The groove body of bakie is built-in with drainage tube, the communicating pipe between described drainage tube one end connection anaerobism purification tank and aerobic purifier
Road, one or several water conservancy diversion needle tubings of other end vertical connection, one dispersion funnel of stream guidance needle pipe end suspension, dispersion leakage
There are spacing with dispersion water clock slot bottom end for bucket.
A kind of 3. unpowered purifier of AB methods applied in mountain area according to claim 2, it is characterised in that communicating pipe
The diameter in road is more than the diameter of drainage tube, and the diameter of drainage tube is more than the diameter of water conservancy diversion needle tubing.
A kind of 4. unpowered purifier of AB methods applied in mountain area according to claim 2, it is characterised in that dispersion leakage
The edge of bucket is provided with hangnail.
5. a kind of unpowered purifier of AB methods applied in mountain area according to claim 4, it is characterised in that it is described fall
It pierces as triangle.
6. a kind of unpowered purifier of AB methods applied in mountain area according to claim 1, it is characterised in that described logical
The air port backslash shape pipeline downward for notch.
7. a kind of unpowered purifier of AB methods applied in mountain area according to claim 1, it is characterised in that anaerobism is net
Changing the structure of slot and aerobic purification tank is：Housing cavity is divided into the interconnected left and right two in top and bottom by one vertical partition plate
Area, inflow entrance are located at Zuo Qu tops, and weif orifice is located at You Qu tops and less than inflow entrance, and the lower part in 2nd area of left and right is spaced fixation
Have it is several go here and there slotting pencil filler device, the slotting pencil filler device of going here and there includes stuffing frame, pencil elastic filler, filler
Frame is made of a hollow ring frame and support plate, if parallel laying dried layer support plate up and down in the hollow ring frame,
It is equipped with the through-hole that string inserts pencil elastic filler on each layer support plate, hole is provided on hollow ring frame more than top layer's support plate
Hole.
A kind of 8. unpowered purifier of AB methods applied in mountain area according to claim 7, it is characterised in that dispersion drop
Bakie is connected with left area's water of aerobic purification tank.
9. a kind of unpowered purifier of AB methods applied in mountain area according to claim 7 or 8, it is characterised in that release
Filter element is equipped at mouthful, the left chamber of the filter element connects with right chamber bottom, left chamber's bottom setting lautertuns, mistake
Filter pocket bottom end connects the right area of anaerobism purification tank or aerobic purification tank, and right chamber is communicated with weif orifice.
10. a kind of unpowered purifier of AB methods applied in mountain area according to claim 9, it is characterised in that one cleans
It is connected at the top of one end of bend pipe and lautertuns, the other end is pierced by the right area that left chamber stretches into anaerobism purification tank or aerobic purification tank,
Clean bend pipe is pierced by the position of left chamber between inflow entrance minimum point and weif orifice minimum point.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810221279.4A CN108238676B (en) | 2018-03-17 | 2018-03-17 | AB method unpowered purification device applied to mountain area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810221279.4A CN108238676B (en) | 2018-03-17 | 2018-03-17 | AB method unpowered purification device applied to mountain area |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108238676A true CN108238676A (en) | 2018-07-03 |
| CN108238676B CN108238676B (en) | 2023-10-27 |
Family
ID=62698976
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810221279.4A Active CN108238676B (en) | 2018-03-17 | 2018-03-17 | AB method unpowered purification device applied to mountain area |
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| Country | Link |
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| CN (1) | CN108238676B (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2361630Y (en) * | 1998-05-08 | 2000-02-02 | 刘飞 | Unpowered domestic sewage treatment apparatus |
| CN2461921Y (en) * | 2001-02-16 | 2001-11-28 | 徐国文 | Automatic sewage purifier |
| CN1915856A (en) * | 2006-08-28 | 2007-02-21 | 刘强国 | Bleeding technique with no power in processing organic waste water |
| CN103043792A (en) * | 2013-01-19 | 2013-04-17 | 东北电力大学 | Method and device for cultivating anaerobic granular sludge |
| CN203545859U (en) * | 2013-09-27 | 2014-04-16 | 宁波淳源环保科技有限公司 | Support frame of glass fiber reinforced plastic septic tank |
| CN104045147A (en) * | 2014-06-27 | 2014-09-17 | 安徽扬帆机械股份有限公司 | Deepwater aerator |
| CN203890197U (en) * | 2014-05-30 | 2014-10-22 | 武汉柯斯维渔业科技有限公司 | Modular elastic filler biological treatment system |
| CN204125300U (en) * | 2014-09-19 | 2015-01-28 | 广西益江环保科技有限责任公司 | A kind of purification tank for the treatment of dispersion type domestic wastewater |
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-
2018
- 2018-03-17 CN CN201810221279.4A patent/CN108238676B/en active Active
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|---|---|---|---|---|
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| CN2461921Y (en) * | 2001-02-16 | 2001-11-28 | 徐国文 | Automatic sewage purifier |
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| CN108238676B (en) | 2023-10-27 |
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