CN108793613A - A kind of combined type sewage treatment equipment - Google Patents
A kind of combined type sewage treatment equipment Download PDFInfo
- Publication number
- CN108793613A CN108793613A CN201810745839.6A CN201810745839A CN108793613A CN 108793613 A CN108793613 A CN 108793613A CN 201810745839 A CN201810745839 A CN 201810745839A CN 108793613 A CN108793613 A CN 108793613A
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- China
- Prior art keywords
- anaerobic
- aerobic
- water
- combined type
- treatment case
- Prior art date
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- Pending
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- 239000010865 sewage Substances 0.000 title claims abstract description 53
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 47
- 241000220317 Rosa Species 0.000 claims abstract description 18
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 13
- 238000005276 aerator Methods 0.000 claims abstract description 10
- 238000000108 ultra-filtration Methods 0.000 claims abstract description 10
- 239000002351 wastewater Substances 0.000 claims abstract description 7
- 239000003610 charcoal Substances 0.000 claims abstract description 6
- 238000006460 hydrolysis reaction Methods 0.000 claims description 27
- 238000005192 partition Methods 0.000 claims description 17
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 claims description 14
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 11
- 239000004917 carbon fiber Substances 0.000 claims description 11
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 11
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 9
- 239000007787 solid Substances 0.000 claims description 8
- 229910052799 carbon Inorganic materials 0.000 claims description 7
- 239000004408 titanium dioxide Substances 0.000 claims description 7
- 238000001914 filtration Methods 0.000 claims description 6
- 230000000813 microbial effect Effects 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims 1
- 238000006243 chemical reaction Methods 0.000 abstract description 7
- 238000005660 chlorination reaction Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 239000012535 impurity Substances 0.000 description 7
- 238000001556 precipitation Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000000746 purification Methods 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 239000000084 colloidal system Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000004659 sterilization and disinfection Methods 0.000 description 3
- 239000006228 supernatant Substances 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000000873 masking effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000000053 physical method Methods 0.000 description 2
- 150000003384 small molecules Chemical class 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 229940037003 alum Drugs 0.000 description 1
- 229910021529 ammonia Inorganic materials 0.000 description 1
- QGZKDVFQNNGYKY-UHFFFAOYSA-N ammonia Natural products N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000013361 beverage Nutrition 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229920002521 macromolecule Polymers 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 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
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- 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
-
- 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
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
-
- 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
- C02F1/30—Treatment of water, waste water, or sewage by irradiation
- C02F1/32—Treatment of water, waste water, or sewage by irradiation with ultraviolet light
-
- 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
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/444—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by ultrafiltration or microfiltration
-
- 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
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/04—Disinfection
-
- 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
-
- 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
- C02F3/284—Anaerobic digestion processes using anaerobic baffled reactors
-
- 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
Landscapes
- 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)
- Physical Water Treatments (AREA)
Abstract
The invention discloses a kind of combined type sewage treatment equipments, including pedestal, the upper surface of the pedestal is from left to right equipped with fining mud box successively, Rose Box, anaerobic-aerobic treatment case and aerator, the lower end of the fining mud box is arranged with multiple support devices, wastewater inlet and observation panel are offered on the fining mud box, the first settling section and the second settling section are divided by baffle in the fining mud box, gap is offered on the baffle, rest area is equipped in second settling section, it is placed with immersible pump in the rest area, the immersible pump is equipped with water inlet bend pipe and send sewage pipe, from left to right vertically-mounted active layer of charcoal and ultrafiltration film layer successively in the Rose Box.Advantage is：The device of the invention is less, and aerobic reaction device, anaerobic reaction device, chlorination equipment are incorporated into same device, reduces floor space, reduces cost of land, while reducing the device for needing to purchase, and reduces production cost.
Description
Technical field
The present invention relates to technical field of sewage more particularly to a kind of combined type sewage treatment equipments.
Background technology
The mode that the mankind carry out water process has had quite a lot of year history, and the mode of water process includes physical treatment and chemistry
Processing, physical method are arranged the impurity in water in the way of absorption or barrier including the use of the different filter material of various pore sizes
Except outside, more important person is to be adsorbed with activated carbon in suction type, blocking method be then water is allowed by filter material volume compared with
Big impurity can not pass through, and then obtain more clean water, in addition, physical method also includes the precipitation method, exactly allow proportion compared with
Small impurity, which is bubbled through the water column, to be pulled out or contamination precipitation that proportion is larger is under, and then is obtained, and chemical method is then using various
Chemicals converts impurities in water to the substance smaller to human injury, or impurity is concentrated, at the chemistry of history at most
Reason method should can be added to the water with alum at last, and after impurities in water set, volume becomes larger, and filtration method can be used, by impurity
Removal, purifier is exactly the equipment for producing water purification in simple terms, and water purification is widely used in by us：Life drinks, changes
Work, medical treatment, cultivation, plantation, food, beverage etc..
And existing sewage-treatment plant is complicated, needs sedimentation basin, rough filtering device, fine filtering device, aerobic reaction dress
It sets, anaerobic reaction device, chlorination equipment etc., device is more and complicated, and the device purchased is needed at most to improve dirt to a certain extent
Water warfare cost, while device at most takes up a large area, and increases cost of land, further increases cost.
For this purpose, it is proposed that a kind of combined type sewage treatment equipment solves the above problems.
Invention content
The purpose of the present invention is to solve existing sewage-treatment plant machine in the prior art is more, sewage purification cost
The problem of height takes up a large area, increases cost of land, and a kind of combined type sewage treatment equipment proposed.
To achieve the goals above, present invention employs following technical solutions：A kind of combined type sewage treatment equipment, including
The upper surface of pedestal, the pedestal is from left to right equipped with fining mud box, Rose Box, anaerobic-aerobic treatment case and aeration successively
The lower end of machine, the fining mud box is arranged with multiple support devices, offered on the fining mud box wastewater inlet and
Observation panel, the fining mud box is interior to be divided into the first settling section and the second settling section by baffle, is offered on the baffle excessive
The mouth of a river, second settling section is interior to be equipped with rest area, immersible pump is placed in the rest area, the immersible pump is equipped with water inlet
It bend pipe and send sewage pipe, and bend pipe of intaking is located in the second settling section, and send one end of sewage pipe to run through fining mud box and prolong
It extends in Rose Box, from left to right vertically-mounted active layer of charcoal and ultrafiltration film layer successively in the Rose Box, the Rose Box
It is separate that the side of sewage pipe is sent to be communicated with water outlet inclined tube, and the one end for being discharged inclined tube extends in anaerobic-aerobic treatment case, it is described
Anaerobic zone, baffling hydrolysis reaction zone are from left to right divided by first partition and second partition in anaerobic-aerobic treatment case
And aerobic zone, be staggeredly equipped with several water-stop sheets on the vertical direction of the anaerobic zone, in the baffling hydrolysis reaction zone by according to
The upper baffle plate and lower baffle plate of minor tick setting form the compartment being sequentially connected in series, the anaerobic-aerobic treatment in water (flow) direction
It is communicated with drainpipe on the side wall of case, valve is installed on the drainpipe, air inlet pipe, and air inlet are communicated on the aerator
Pipe is through anaerobic-aerobic treatment case and extends in aerobic zone.
In combinations of the above formula sewage-treatment plant, it is symmetrically installed on the inner roof wall of the baffling hydrolysis reaction zone more
A ultraviolet radiator and multiple active carbon fiber felts, and it is coated with titanium dioxide on each active carbon fiber felt.
In combinations of the above formula sewage-treatment plant, the support device is made of support plate, supporting rod and bracing piece, institute
The upper surface for stating pedestal is placed with support plate, supporting rod is welded on the support plate, and the upper end of supporting rod is welded on fining mud
The upper surface of the lower surface of case, the support plate is symmetrically welded with two bracing pieces, and the upper end of bracing piece is welded on supporting rod
On side wall.
In combinations of the above formula sewage-treatment plant, the inner bottom wall of the baffling hydrolysis reaction zone is solid equipped with microorganism
Body.
In combinations of the above formula sewage-treatment plant, on the side side wall of the anaerobic-aerobic treatment case with first every
Multiple water-stop sheets are symmetrically welded on the side wall of plate, and the length of water-stop sheet is less than anaerobic-aerobic treatment case to first partition
The distance between.
In combinations of the above formula sewage-treatment plant, the described water outlet one end of inclined tube far from Rose Box extends to anaerobism-
In Aerobic Process for Treatment case, and it is discharged at the nozzle of inclined tube and is less than the lowermost water-stop sheet.
In combinations of the above formula sewage-treatment plant, the upper end of the upper baffle plate is interior with anaerobic-aerobic treatment case
Roof connects, and the lower end of the lower baffle plate is connect with the inner bottom wall of anaerobic-aerobic treatment case.
In combinations of the above formula sewage-treatment plant, the upper baffle plate is made of riser and hang plate, described perpendicular
Plate is fixedly connected on the inner roof wall of anaerobic-aerobic treatment case, and the hang plate is arranged in the lower end of riser, and riser and inclination
Plate uses integrated formed structure, and the angle between hang plate and riser is between 120 °~145 °.
Compared with prior art, beneficial effects of the present invention are：
1, processing, sewage precipitate in the first settling section at the beginning of being stood to sewage by fining mud box, and supernatant then passes through
Gap on plate washer enters in the second settling section, and bulk sludge can not be entered by gap in the second settling section, then can
Primary purification is carried out to sewage, reduces the density of sludge in water body.
2, by immersible pump, bend pipe of intaking, send sewage pipe by the second settling section supernatant import Rose Box in, filtering
Active carbon layer and ultrafiltration film layer in case are filtered sewage, and active carbon layer can filter macromolecular solid particle and colloid,
Bacterium, colloid, iron rust, suspended matter, silt and the larger molecular organics not filtered in ultrafiltration film layer filtered water stream, to water body
Further filtered.
3, water-stop sheet can reduce the flow velocity of water body, in the entrance baffling hydrolysis reaction zone for keeping it gentle, while also can
Ensure that water body enters from upper end in baffling hydrolysis reaction zone, is adequately contacted with upper baffle plate.
4, the upper baffle plate in baffling hydrolysis reaction zone and lower baffle plate make flow in baffling hydrolysis reaction zone along upper
Lower baffle plate flows up and down, and is done in each compartment by means of the microbial solid in processing procedure in baffling hydrolysis reaction zone
Expansion and precipitation movement up and down, and the flow in entire baffling hydrolysis reaction zone does bottom horizontal flow sheet with slower speed, due to dirt
Under the action of upper baffle plate and lower baffle plate, flow flows around upper and lower baffle plate and makes flow in anoxic baffled reactor water
The total length of interior flow path increases, and upper baffle plate and the blocking of lower baffle plate and the settlement action of sludge, biology are solid in addition
Body is effectively trapped in baffling hydrolysis reaction zone.
5, the ultraviolet radiator in baffling hydrolysis reaction zone and active carbon fiber felt carry out disinfection to flow and adsorb small molecule
Substance, titanium dioxide is coated on active carbon fiber felt, and titanium dioxide has good ultraviolet light masking action, protection activity charcoal
Fibrofelt does not influence the disinfection of ultraviolet light not by ultraviolet damage.
6, aerator and air inlet pipe are filled with oxygen to water body in aerobic zone, remove iron and manganese in decontaminated water, while degradation water
Organic matter in body.
In conclusion the device of the invention is less, aerobic reaction device, anaerobic reaction device, chlorination equipment are incorporated into
In same device, floor space is reduced, reduces cost of land, while reducing the device for needing to purchase, reduces production cost.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of combined type sewage treatment equipment proposed by the present invention；
Fig. 2 is support device part-structure enlarged drawing in a kind of combined type sewage treatment equipment proposed by the present invention；
Fig. 3 is sewage mud box part-structure enlarged drawing in a kind of combined type sewage treatment equipment proposed by the present invention.
In figure：1 pedestal, 2 support devices, 3 fining mud boxs, 4 wastewater inlets, 5 active carbon layers, 6 Rose Boxes, 7 gaps,
Sewage pipe, 11 water inlet bend pipes, 12 immersible pumps, 13 ultrafiltration film layers, 14 water-stop sheets, 15 anaerobic-aerobics are sent in 8 baffles, 9 observation panels, 10
Treatment box, 16 water outlet inclined tubes, 17 first partitions, baffle plate on 18,19 active carbon fiber felts, 20 times baffle plates, 21 ultraviolet radiator,
It is 22 air inlet pipe, 23 valves, 24 drainpipes, 25 aerators, 26 support plates, 27 bracing pieces, 28 supporting rods, 29 rest areas, 30 second clear
Clear area, 31 first settling sections, 32 anaerobic zones, 33 baffling hydrolysis reaction zones, 34 second partitions, 35 aerobic zones.
Specific implementation mode
Following embodiment only exists in illustrative purpose, is limited the scope of the invention without being intended to.
Embodiment
Referring to Fig.1-3, a kind of combined type sewage treatment equipment, including pedestal 1, the upper surface of pedestal 1 is from left to right successively
Equipped with fining mud box 3, Rose Box 6, anaerobic-aerobic treatment case 15 and aerator 25, the lower end of fining mud box 3 is arranged with
Multiple support devices 2, support device 2 are made of support plate 26, supporting rod 28 and bracing piece 27, and the upper surface of pedestal 1 is placed with branch
Plate 26 is welded with supporting rod 28 on support plate 26, and the upper end of supporting rod 28 is welded on the lower surface of fining mud box 3, support plate 26
Upper surface be symmetrically welded with two bracing pieces 27, and the upper end of bracing piece 27 is welded on the side wall of supporting rod 28.
Wastewater inlet 4 and observation panel 9 are offered on fining mud box 3, it is first to divide by baffle 8 in fining mud box 3
Settling section 31 and the second settling section 30 offer gap 7 on baffle 8, rest area 29, rest area are equipped in the second settling section 30
Immersible pump 12 is placed in 29, immersible pump 12 is equipped with water inlet bend pipe 11 and send sewage pipe 10, and bend pipe 11 of intaking is located at second
In settling section 30, and one end of sewage pipe 10 is sent through fining mud box 3 and is extended to the in filter box 6.
From left to right vertically-mounted active layer of charcoal 5 and ultrafiltration film layer 13 successively in Rose Box 6, Rose Box 6 is far from sending dirt
The side of water pipe 10 is communicated with water outlet inclined tube 16, and the one end for being discharged inclined tube 16 extends in anaerobic-aerobic treatment case 15, is discharged
The one end of inclined tube 16 far from Rose Box 6 extends in anaerobic-aerobic treatment case 15, and is discharged at the nozzle of inclined tube 16 less than most lower
The water-stop sheet 14 at end.
Anaerobic zone is from left to right divided by first partition 17 and second partition 34 in anaerobic-aerobic treatment case 15
32, baffling hydrolysis reaction zone 33 and aerobic zone 35 are staggeredly equipped with several water-stop sheets 14, anaerobism-on the vertical direction of anaerobic zone 32
On the side side wall of Aerobic Process for Treatment case 15 with multiple water-stop sheets 14, and water-stop sheet are symmetrically welded on the side wall of first partition 17
14 length is less than anaerobic-aerobic treatment case 15 and arrives the distance between first partition 17.
The inner bottom wall of baffling hydrolysis reaction zone 33 is equipped with microbial solid, by between successively in baffling hydrolysis reaction zone 33
Form the compartment that is sequentially connected in series in water (flow) direction every the upper baffle plate 18 of setting and lower baffle plate 20, upper baffle plate 18 by riser
It is formed with hang plate, riser is fixedly connected on the inner roof wall of anaerobic-aerobic treatment case 15, and hang plate is arranged under riser
End, and riser and hang plate use integrated formed structure, and the angle between hang plate and riser is between 120 °~145 °, on
The upper end of baffle plate 18 is connect with the inner roof wall of anaerobic-aerobic treatment case 15, the lower end of lower baffle plate 20 and anaerobic-aerobic treatment
The inner bottom wall of case 15 connects.
Multiple ultraviolet radiator 21 and multiple active carbon fiber felts are symmetrically installed on the inner roof wall of baffling hydrolysis reaction zone 33
19, and it is coated with titanium dioxide on each active carbon fiber felt 19, draining is communicated on the side wall of anaerobic-aerobic treatment case 15
Pipe 24 is equipped with valve 23 on drainpipe 24.
Air inlet pipe 22 is communicated on aerator 25, and air inlet pipe 22 through anaerobic-aerobic treatment case 15 and extends to aerobic
In area 35.
In the use of the present invention, sewage to be treated is imported by wastewater inlet 4 in fining mud box 3, sewage exists
The supernatant of precipitation in first settling section 31, the first settling section 31 flows into the second settling section 30 by the gap 7 on baffle 8,
Immersible pump 12 is opened, immersible pump 12 is by water inlet bend pipe 11 and send sewage pipe 10 that the sewage in second settling section 30 is imported filtering
In case 6, active carbon layer 5 and ultrafiltration film layer 13 in Rose Box 6 are filtered sewage, and active carbon layer 5 can filter macromolecular
Solid particle and colloid, the macromolecular substances not filtered in 13 filtered water stream of ultrafiltration film layer, then water body, which passes through, is discharged inclined tube
16 enter in the anaerobic zone 32 in anaerobic-aerobic treatment case 15, and water body is along the tortuous rising of water-stop sheet 14, when reaching certain altitude
Entered in baffling hydrolysis reaction zone 33 by first partition 17, the upper baffle plate 18 in baffling hydrolysis reaction zone 33 and lower baffle plate
20 so that vertically baffle plate flows up and down flow in baffling hydrolysis reaction zone 33, is hydrolyzed by means of baffling in processing procedure
Microbial solid in reaction zone 33 does expansion up and down and precipitation movement in each compartment, and in entire baffling hydrolysis reaction zone
Flow bottom horizontal flow sheet is done with slower speed, since sewage is under the action of upper baffle plate 18 and lower baffle plate 20, flow around
Upper and lower baffle plate flows and the total length of flow path of the flow in anoxic baffled reactor is made to increase, in addition upper baffle plate 18
The settlement action of blocking and sludge with lower baffle plate 20, biosolids are effectively trapped in baffling hydrolysis reaction zone 33
It is interior, ultraviolet radiator 21 is opened simultaneously, ultraviolet radiator 21 and active carbon fiber felt 19 carry out disinfection to flow and adsorb small molecule object
Matter, titanium dioxide is coated on active carbon fiber felt 19, and titanium dioxide has good ultraviolet light masking action, protection activity charcoal
Fibrofelt does not influence its effect not by ultraviolet damage, and then water body is entered by second partition 34 in aerobic zone 35, simultaneously
Aerator 25 is opened to being filled with oxygen in aerobic zone 35, finally water is tested through water quality detection instrument by treated, water after processing
Index be COD≤50mg/L, SS≤10mg/L ammonia nitrogens≤8mg/L, meet national standard can by drainpipe 24 export fill
It sets, directly drinks.
Although be used more herein pedestal 1, support device 2, fining mud box 3, wastewater inlet 4, active carbon layer 5,
Rose Box 6, baffle 8, observation panel 9, send sewage pipe 10, water inlet bend pipe 11, immersible pump 12, ultrafiltration film layer 13, water proof at gap 7
Plate 14, anaerobic-aerobic treatment case 15, water outlet inclined tube 16, first partition 17, upper baffle plate 18, active carbon fiber felt 19, lower baffling
Plate 20, air inlet pipe 22, valve 23, drainpipe 24, aerator 25, support plate 26, bracing piece 27, supporting rod 28, is put at ultraviolet radiator 21
Set area 29, the second settling section 30, the first settling section 31, anaerobic zone 32, baffling hydrolysis reaction zone 33, second partition 34, aerobic zone
35 equal terms, but it does not preclude the possibility of using other terms.The use of these items is only for more easily describing and
Explain the essence of the present invention；Any one of the additional limitations is construed as all to disagree with spirit of that invention.
Claims (8)
1. a kind of combined type sewage treatment equipment, including pedestal（1）, it is characterised in that：The pedestal（1）Upper surface from a left side to
It is right to be equipped with fining mud box successively（3）, Rose Box（6）, anaerobic-aerobic treatment case（15）And aerator（25）, described fining
Mud box（3）Lower end be arranged with multiple support devices（2）, the fining mud box（3）On offer wastewater inlet（4）And sight
Cha Kou（9）, the fining mud box（3）Inside pass through baffle（8）It is divided into the first settling section（31）With the second settling section（30）, described
Baffle（8）On offer gap（7）, second settling section（30）It is interior to be equipped with rest area（29）, the rest area（29）It is interior
It is placed with immersible pump（12）, the immersible pump（12）It is equipped with water inlet bend pipe（11）With send sewage pipe（10）, and bend pipe of intaking
（11）Positioned at the second settling section（30）It is interior, and send sewage pipe（10）One end run through fining mud box（3）And it is extended to the over filter box
（6）It is interior, the Rose Box（6）Inside from left to right vertically-mounted active layer of charcoal successively（5）With ultrafiltration film layer（13）, the filtering
Case（6）It is separate to send sewage pipe（10）Side be communicated with water outlet inclined tube（16）, and it is discharged inclined tube（16）One end extend to anaerobism-
Aerobic Process for Treatment case（15）It is interior, the anaerobic-aerobic treatment case（15）Inside pass through first partition（17）And second partition（34）From a left side
It is divided into anaerobic zone to the right side（32）, baffling hydrolysis reaction zone（33）The aerobic zone and（35）, the anaerobic zone（32）Vertical side
It is staggeredly equipped with several water-stop sheets upwards（14）, the baffling hydrolysis reaction zone（33）It is interior to pass through spaced upper baffle plate successively
（18）With lower baffle plate（20）The compartment being sequentially connected in series, the anaerobic-aerobic treatment case are formed in water (flow) direction（15）Side wall
On be communicated with drainpipe（24）, the drainpipe（24）On valve is installed（23）, the aerator（25）On be communicated with air inlet
Pipe（22）, and air inlet pipe（22）Through anaerobic-aerobic treatment case（15）And extend to aerobic zone（35）It is interior.
2. a kind of combined type sewage treatment equipment according to claim 1, it is characterised in that：The baffling hydrolysis reaction zone
（33）Inner roof wall on be symmetrically installed with multiple ultraviolet radiator（21）With multiple active carbon fiber felts（19）, and each active carbon fibre
Tie up felt（19）On be coated with titanium dioxide.
3. a kind of combined type sewage treatment equipment according to claim 1, it is characterised in that：The support device（2）By
Support plate（26）, supporting rod（28）And bracing piece（27）Composition, the pedestal（1）Upper surface be placed with support plate（26）, the branch
Plate（26）On be welded with supporting rod（28）, and supporting rod（28）Upper end be welded on fining mud box（3）Lower surface, the branch
Plate（26）Upper surface be symmetrically welded with two bracing pieces（27）, and bracing piece（27）Upper end be welded on supporting rod（28）Side
On wall.
4. a kind of combined type sewage treatment equipment according to claim 2, it is characterised in that：The baffling hydrolysis reaction zone
（33）Inner bottom wall be equipped with microbial solid.
5. a kind of combined type sewage treatment equipment according to claim 1, it is characterised in that：The anaerobic-aerobic treatment
Case（15）Side side wall on first partition（17）Side wall on be symmetrically welded with multiple water-stop sheets（14）, and water-stop sheet
（14）Length be less than anaerobic-aerobic treatment case（15）To first partition（17）The distance between.
6. a kind of combined type sewage treatment equipment according to claim 5, it is characterised in that：The water outlet inclined tube（16）Far
From Rose Box（6）One end extend to anaerobic-aerobic treatment case（15）It is interior, and it is discharged inclined tube（16）Nozzle at be less than bottom
Water-stop sheet（14）.
7. a kind of combined type sewage treatment equipment according to claim 1, it is characterised in that：The upper baffle plate（18）'s
Upper end and anaerobic-aerobic treatment case（15）Inner roof wall connection, the lower baffle plate（20）Lower end and anaerobic-aerobic treatment case
（15）Inner bottom wall connection.
8. a kind of combined type sewage treatment equipment according to claim 7, it is characterised in that：The upper baffle plate（18）'s
It is made of riser and hang plate, the riser is fixedly connected on anaerobic-aerobic treatment case（15）Inner roof wall on, the hang plate
It is arranged in the lower end of riser, and riser uses integrated formed structure with hang plate, and the angle between hang plate and riser exists
Between 120 °~145 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810745839.6A CN108793613A (en) | 2018-07-09 | 2018-07-09 | A kind of combined type sewage treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810745839.6A CN108793613A (en) | 2018-07-09 | 2018-07-09 | A kind of combined type sewage treatment equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108793613A true CN108793613A (en) | 2018-11-13 |
Family
ID=64075872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810745839.6A Pending CN108793613A (en) | 2018-07-09 | 2018-07-09 | A kind of combined type sewage treatment equipment |
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| Country | Link |
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| CN (1) | CN108793613A (en) |
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