CN205590508U - Integrate sewage treatment system - Google Patents
Integrate sewage treatment system Download PDFInfo
- Publication number
- CN205590508U CN205590508U CN201620281356.1U CN201620281356U CN205590508U CN 205590508 U CN205590508 U CN 205590508U CN 201620281356 U CN201620281356 U CN 201620281356U CN 205590508 U CN205590508 U CN 205590508U
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- Prior art keywords
- district
- mozzle
- access hole
- sewage
- disposal system
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- 239000010865 sewage Substances 0.000 title claims abstract description 56
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 34
- 238000001914 filtration Methods 0.000 claims abstract description 23
- 230000001105 regulatory effect Effects 0.000 claims abstract description 14
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims abstract description 9
- 229910052760 oxygen Inorganic materials 0.000 claims abstract description 9
- 239000001301 oxygen Substances 0.000 claims abstract description 9
- 238000005273 aeration Methods 0.000 claims abstract description 8
- 239000007787 solid Substances 0.000 claims abstract description 5
- 239000000945 filler Substances 0.000 claims description 12
- 239000007788 liquid Substances 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 16
- 230000010354 integration Effects 0.000 abstract description 5
- 231100000614 poison Toxicity 0.000 abstract description 5
- 230000007096 poisonous effect Effects 0.000 abstract description 5
- 239000007859 condensation product Substances 0.000 abstract description 4
- 239000010410 layer Substances 0.000 abstract 2
- 239000002365 multiple layer Substances 0.000 abstract 2
- 239000000872 buffer Substances 0.000 abstract 1
- 239000005416 organic matter Substances 0.000 abstract 1
- 239000002245 particle Substances 0.000 abstract 1
- 238000011084 recovery Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 23
- 239000010802 sludge Substances 0.000 description 16
- 239000004033 plastic Substances 0.000 description 8
- 229920003023 plastic Polymers 0.000 description 8
- 238000006396 nitration reaction Methods 0.000 description 6
- 230000001954 sterilising effect Effects 0.000 description 6
- 238000012423 maintenance Methods 0.000 description 5
- 238000004659 sterilization and disinfection Methods 0.000 description 5
- 238000001556 precipitation Methods 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 238000004064 recycling Methods 0.000 description 3
- 206010002660 Anoxia Diseases 0.000 description 2
- 241000976983 Anoxia Species 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 2
- 206010021143 Hypoxia Diseases 0.000 description 2
- JVMRPSJZNHXORP-UHFFFAOYSA-N ON=O.ON=O.ON=O.N Chemical compound ON=O.ON=O.ON=O.N JVMRPSJZNHXORP-UHFFFAOYSA-N 0.000 description 2
- MMDJDBSEMBIJBB-UHFFFAOYSA-N [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] Chemical compound [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] MMDJDBSEMBIJBB-UHFFFAOYSA-N 0.000 description 2
- 230000007953 anoxia Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000007037 hydroformylation reaction Methods 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229920002994 synthetic fiber Polymers 0.000 description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-O Ammonium Chemical compound [NH4+] QGZKDVFQNNGYKY-UHFFFAOYSA-O 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- YUWBVKYVJWNVLE-UHFFFAOYSA-N [N].[P] Chemical compound [N].[P] YUWBVKYVJWNVLE-UHFFFAOYSA-N 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 230000001651 autotrophic effect Effects 0.000 description 1
- 230000001580 bacterial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000005352 clarification Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005261 decarburization Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses an integrate sewage treatment system, include: a housing, the casing both sides are provided with water inlet and delivery port, and sewage gets into behind the casing in proper order through baffling regulatory region, multiple -layer filtering system, intermittent type district, facultative anaerobism settling zone, buffers, good oxygen district, two sinks district, outlet water pool from the water inlet, at last from the delivery port outflow, the multiple -layer filtering system includes solid particle filter layer, organic matter filter layer, boulder bed according to top -down's order in proper order, it packs to have hung the oxygen district in the good oxygen district, good oxygen district bottom is provided with fine motion power aeration systems. The utility model discloses the realization is handled rural domestic sewage's integration, and the treatment effect is good, can be thorough dispose poisonous and harmful among the domestic sewage and condensation product, and then the recovery that has improved domestic sewage recycles efficiency, has practiced thrift the water resource, and has reduced economic investment cost, suitable using widely has better security performance, has satisfied the in -service use requirement.
Description
Technical field
This utility model relates to domestic sewage treatment device technical field, is specifically related to a kind of integration dirty
Water treatment system.
Background technology
Along with significantly improving of people's living standard, the requirement of sewage disposal also increases, nineteen ninety
After, wastewater treatment in China develops rapidly, and sewage load rate of increase is 2.3 times of the whole world, due to country
Improving constantly environmental conservation attention degree with governments at all levels, China's sewage treatment industry is quickly increased
Long, small towns sewage treating efficiency also improves constantly.
Water resources in china shortage and water govern the health of China's macroeconomy seriously pollutedly and persistently send out
Exhibition, particularly in rural area, owing to infrastructure is delayed and management level are low, serious suppression
The improving of rural area quality of residents'life, therefore the water environment treatment of rural area becomes
The important component part of China's comprehensive environmental improvement.Rural sewage treatment technology mainly has biology to connect at present
Touch oxidizing process, activated sludge process, biofilter etc., but owing to domestic sewage in rural areas impurity is serious
Spread unchecked and the simple and backwardness of technology of existing waste water processes, cause and processed at actual motion
Treatment effect wretched insufficiency to sewage in journey, still there is serious poisonous and harmful in the sewage after process
And condensation product；Additionally, the processing equipment to country sewage is invested relatively big in prior art, operating cost
The highest, it is not suitable for promoting the use of.For this reason, it may be necessary to design a kind of novel sewage disposal system, it is possible to
Comprehensively overcome the deficiency that above-mentioned sewage disposal system of the prior art exists.
Utility model content
The deficiency that this utility model exists for prior art just, it is provided that a kind of integrated sewage disposal
System, meet easy to use on the premise of, effectively realize domestic sewage in rural areas is close-coupled processing,
High treating effect, it is possible to thoroughly the poisonous and harmful in sanitary sewage and condensation product are disposed, and then
Improve the recycling efficiency of sanitary sewage, saved water resource, and reduced economic investment
This, suitably promote the use of, have preferable security performance, meet actual operation requirements.
For solving the problems referred to above, technical solution adopted in the utility model is as follows:
A kind of integrated effluent disposal system, the water inlet including housing and being arranged on housing both sides and going out
The mouth of a river, sewage enter from water inlet sequentially pass through after housing baffling regulatory region, multiple filtration system,
Have a rest district, amphimicrobian settling zone, relief area, aerobic zone, two sink district, discharge bay, finally from water outlet
Mouthful flow out, described multiple filtration system according to top-down order include successively solid particulate filters layer,
Organic filtration layer and boulder bed, be provided with aerobic zone filler, at the bottom of described aerobic zone in described aerobic zone
Portion is provided with aeration pipeline.
As the improvement of technique scheme, in described baffling regulatory region, it is provided with drainage plate and dividing plate,
Described drainage plate is inclined at below water inlet, and described dividing plate is provided with between polylith and polylith dividing plate altogether
Being spaced setting of staggering, described baffling regulatory region is provided with first near the upper end of multiple filtration system side
Mozzle, described first mozzle stretches to multiple filtration system from baffling regulatory region.
As the improvement of technique scheme, described multiple filtration system is near the bottom of side, intermittent zones
Being provided with the second mozzle, described second mozzle stretches to intermittent zones from multiple filtration system, described
It is provided with water pump bottom intermittent zones, and described second mozzle is connected with described water pump, described water pump
On be also associated with water-supply-pipe, described intermittent zones is provided with the 3rd near upper end, side, amphimicrobian settling zone
Mozzle, described 3rd mozzle is connected with described water-supply-pipe, and described 3rd mozzle stretches to
Bottom, amphimicrobian settling zone.
As the improvement of technique scheme, it is provided with amphimicrobian in described amphimicrobian settling zone and sinks
Shallow lake district filler, described amphimicrobian settling zone is provided with the first downflow weir near the upper end of side, relief area,
The 4th mozzle communicated therewith it is provided with below first downflow weir.
As the improvement of technique scheme, in described relief area, it is arranged side by side some S types unhurried current plate,
In described relief area, the lower end near side, aerobic zone is provided with the 5th mozzle, leans in described relief area
The position of nearly 5th mozzle is provided with blender.
As the improvement of technique scheme, described aerobic zone is provided with near two upper ends sinking side, district
6th mozzle, is provided with triangular baffle below the liquid outlet of described 6th mozzle, described two sink
It is the mud collection device of inverted cone bottom district, for entering sludge pipe bottom described mud collection device, institute
State and bottom amphimicrobian settling zone, be provided with out sludge pipe, and enter sludge pipe and be interconnected with going out sludge pipe.
As the improvement of technique scheme, described two sink district is provided with near upper end, discharge bay side
Two downflow weirs, are provided with the 7th mozzle communicated therewith, in described discharge bay below the second downflow weir
It is provided above ultraviolet sterilization apparatus, near going out in described discharge bay near the 7th mozzle drain side
Effusion meter it is provided with on the mouth of a river.
As the improvement of technique scheme, described housing is provided above access hole, described access hole
Including the first access hole being arranged on above baffling regulatory region, it is arranged on intermittent zones and amphimicrobian precipitation
Second access hole of district's intersection, is arranged on the above amphimicrobian settling zone and relief area intersection
Three access holes, be arranged on aerobic zone with two sink the 4th access hole above district's intersection, be arranged on water outlet
The 5th access hole above pond.
Further, described aerobic zone filler uses plastic disks clinching to make double-round plastic hoop into, in it
Flakes plastics branch made by circle, and hydroformylation fiber or synthetic fibre silk are pressed on the ring of double-round plastic hoop system
Become.
Preferably, described amphimicrobian settling zone filler is made up of anaerobe.
Aeration pipeline described in the utility model, described ultraviolet sterilization apparatus and described in enter dirt
Mud pipe is interconnected the power transported by electric energy or solar energy offer with going out sludge pipe.
Compared with prior art, implementation result of the present utility model is as follows for this utility model:
A kind of integrated effluent disposal system described in the utility model, by the sewage disposal of integration
Device designs, and sewage after treatment can direct plunge into use, with any one single sewage discharge
Port is directly connected to, and effectively realize domestic sewage in rural areas is close-coupled processing, and high treating effect is logical
Cross multistage treatment region and multilamellar cleaning system can be thoroughly by the poisonous and harmful in sanitary sewage and cohesion
Thing is disposed, and then improves the recycling efficiency of sanitary sewage, has saved water resource, and fall
Low economic investment cost, reserved access hole on equipment, facilitates corrective maintenance overhaul, solution simultaneously
The problem of inconvenient maintenance, suitably promotes the use of, has preferable security performance, meet actual making
With requiring.
Accompanying drawing explanation
Fig. 1 is a kind of integrated effluent disposal system structural representation described in the utility model；
Fig. 2 is a kind of integrated effluent disposal system internal structure schematic diagram described in the utility model.
In figure: 10-housing；11-water inlet；12-outlet；20-baffling regulatory region；21-drainage plate；
22-dividing plate；23-the first mozzle；30-multiple filtration system；31-solid particulate filters layer；32-is organic
Thing filter course；33-boulder bed；34-the second mozzle；40-intermittent zones；41-water pump；42-water-supply-pipe；
43-the 3rd mozzle；50-amphimicrobian settling zone；51-amphimicrobian settling zone filler；52-goes out mud
Pipe；53-the first downflow weir；60-relief area；61-the 4th mozzle；62-S type unhurried current plate；63-stirs
Machine；64-the 5th mozzle；70-aerobic zone；71-aerobic zone filler；72-aeration pipeline；73-
6th mozzle；80-bis-sinks district；81-triangular baffle；82-mud collection device；83-enters sludge pipe；
84-the second downflow weir；90-discharge bay；91-the 7th mozzle；93-ultraviolet sterilization apparatus；94-flow
Meter；1-the first access hole；2-the second access hole；3-the 3rd access hole；4-the 4th access hole；5-the 5th
Access hole.
Detailed description of the invention
Content of the present utility model is described below in conjunction with specific embodiments.
As depicted in figs. 1 and 2, for a kind of integrated effluent disposal system knot described in the utility model
Structure schematic diagram.
A kind of integrated effluent disposal system described in the utility model, including: housing 10, at housing 10
Both sides are provided with water inlet 11 and outlet 12, sewage warp successively after water inlet 11 enters housing 10
Cross baffling regulatory region 20, multiple filtration system 30, intermittent zones 40, amphimicrobian settling zone 50, delay
Rush district 60, aerobic zone 70, two sinks district 80, discharge bay 90, finally flows out from outlet 12, multilamellar
Filtration system 30 includes solid particulate filters layer 31, organic filtration successively according to top-down order
Layer 32, boulder bed 33, be hung with aerobic zone filler 71, described aerobic zone filler 71 in aerobic zone 70
Using plastic disks clinching to make double-round plastic hoop into, its inner ring makes flakes plastics branch, makes fiber
Being uniformly distributed, and hydroformylation fiber or synthetic fibre silk are pressed on the ring of double-round plastic hoop and make, it can be hung
Film, can cut again bubble, can improve transfer velocity and the utilization ratio of oxygen, makes aqueous vapor biomembrane obtain
Fully exchange, makes the Organic substance in water efficiently be processed, is provided with micro-bottom described aerobic zone 70
Power aerating system 72, described aeration pipeline 72 can play oxygen supply Circulation.This practicality is new
The multiple filtration system 30 that type proposes can realize the multi-filtering effect to sewage, has ensured follow-up flow process
The carrying out of operation, the effect of baffling regulatory region 20 is to make the drainage flow entered from water inlet 11 tend to
Stable；The effect of amphimicrobian settling zone 50 is by anaerobic treatment preliminary treatment sewage；Aerobic zone 70
Effect be to be combined with amphimicrobian settling zone 50, the nitrogen phosphorus Organic substance in sewage is carried out advanced treating,
Its denitrification process includes that by ammonium oxidation be nitrate nitrogen or the nitration reaction of nitrite nitrogen and by nitric acid
Salt nitrogen or nitrite nitrogen are reduced to the anti-nitration reaction of nitrogen.Nitration reaction is an aerobic process,
Completed by autotrophic bacteria；And anti-nitration reaction is an anoxia process, heterotrophic bacteria complete.Traditional life
In thing denitrification process, nitrification and denitrification is independent to have different dissolved oxygen concentration two or more
Reactor in carry out, or cause alternately anoxia and the same reactor of aerobic environment in time
In carry out.Such technique often also exists and need to carry out nitrification liquid backflow or additional organic carbon source and supplement
Basicity, the shortcomings such as operating cost is high, and floor space is big, and investment is high, for these problems, micro power
Aerating system 72 is capable of circular integration, and simultaneous nitrification-denitrification biofilm reactor is used for sewage
Denitrogenation and decarburization dephosphorization treatment, nitration reaction and anti-nitration reaction respectively in the different subregion of reactor
Complete, utilize oxygen supply aeration power to realize nitrification liquid circulation in reactor；Amphimicrobian settling zone
The effect arranging relief area 60 between 50 and aerobic zone 70 is isolation anaerobic treatment and Aerobic Process for Treatment, keeps away
Exempt from both to influence each other；Two sink the effect in district 80 to after aerobic zone 70 carries out Aerobic Process for Treatment
Sewage with mud settle；The effect of discharge bay 90 is the sewage after storing cleaning, and concentrates
Discharge from outlet 12；This utility model is designed by the sewage-treatment plant of integration, it is possible to prefabricated
After direct plunge into use, be directly connected to any one single sewage discharge port, effectively realize rural area
Sanitary sewage close-coupled processing, high treating effect, by multistep treatment district and multilamellar cleaning system energy
Enough thoroughly the poisonous and harmful in sanitary sewage and condensation product are disposed, and then improve sanitary sewage
Recycling efficiency, saved water resource, and reduced economic investment cost, simultaneously at equipment
Upper reserved access hole, facilitates corrective maintenance to overhaul, the problem solving inconvenient maintenance, and suitable popularization makes
With, there is preferable security performance, meet actual operation requirements.
A kind of integrated effluent disposal system described in the utility model, as in figure 2 it is shown, baffling regulatory region
Being provided with drainage plate 21 and dividing plate 22 in 20, drainage plate 21 is inclined at below water inlet 11,
Dividing plate 22 is provided with polylith altogether, is spaced setting of staggering between each dividing plate 22, and baffling regulatory region 20 is near many
Layer upper end, filtration system 30 side is provided with the first mozzle 23, and the first mozzle 23 regulates from baffling
District 20 stretches to multiple filtration system 30.The effect of drainage plate 21 is to bigger miscellaneous of volume in sewage
Matter filters；The effect of dividing plate 22 is the stroke extending sewage, makes sewage many at this region stroke
Weight baffling, thus postpone flooding time, and reach the effect of uniform sewage.
A kind of integrated effluent disposal system described in the utility model, as in figure 2 it is shown, multiple filtration system
System 30 is provided with the second mozzle 34 near intermittent zones 40 1 side bottom, and the second mozzle 34 is from multilamellar
Filtration system 30 stretches to intermittent zones 40, is provided with water pump 41, and the second water conservancy diversion bottom intermittent zones 40
Pipe 34 is connected with water pump 41, and water pump 41 is also associated with water-supply-pipe 42, and intermittent zones 40 is near holding concurrently
Property upper end, side, anaerobic precipitation district 50 is provided with the 3rd mozzle 43, the 3rd mozzle 43 and water-supply-pipe
42 are connected, and the 3rd mozzle 43 stretches to bottom amphimicrobian settling zone 50.Intermittent zones 40 is
Sewage through multiple filtration system provides the sufficiently long clarification time.
A kind of integrated effluent disposal system described in the utility model, as in figure 2 it is shown, amphimicrobian sinks
Be hung with amphimicrobian settling zone filler 51 in shallow lake district 50, described amphimicrobian settling zone filler 51 by
Anaerobe forms, and amphimicrobian settling zone 50 is provided with first near upper end, side, relief area 60
Downflow weir 53, is provided with the 4th mozzle 61 communicated therewith below the first downflow weir 53.By holding concurrently
Property anaerobic precipitation district filler 51 realizes sewage is carried out amphimicrobian process.
A kind of integrated effluent disposal system described in the utility model, as in figure 2 it is shown, relief area 60
Inside it is arranged side by side some S types unhurried current plate 62, has set near lower end, side, aerobic zone 70 in relief area 60
Being equipped with the 5th mozzle 64, in relief area 60, the position near the 5th mozzle 64 is provided with blender
63.The flowing of sewage bottom relief area 60 is promoted by blender 63.
A kind of integrated effluent disposal system described in the utility model, as in figure 2 it is shown, aerobic zone 70 is leaned on
The upper end of side, Jin Erchen district 80 is provided with the 6th mozzle 73, under the liquid outlet of the 6th mozzle 73
Side is provided with triangular baffle 81, and two sink bottom district 80 mud collection device 82 for inverted cone, dirty
For entering sludge pipe 83 bottom mud collection device 82, bottom amphimicrobian settling zone 50, it is provided with out mud
Pipe 52, and enter sludge pipe 83 and go out sludge pipe and 52 be interconnected, owing to sanitary sewage itself contains
Impurity and sludge quantity are relatively big, be not fee from and carry what small amount process was disinfected in sewage disposal process
Mud, by enter sludge pipe 83 with go out sludge pipe 52 be interconnected be collected get rid of.Two sink district 80
Flow to amphimicrobian settling zone 50 by back of pipeline after interior sludge settling, thus fully remove in sewage
Ammonia nitrogen；The effect of triangular baffle 81 is to the cleaned sewage discharged from the 6th mozzle 73
Stop, it is to avoid sewage pours and produces turbulent flow in mud collection device 82, and the mud causing precipitation is general
Rise.
A kind of integrated effluent disposal system described in the utility model, as in figure 2 it is shown, two sink district 80 and lean on
Nearly upper end, discharge bay 90 side is provided with the second downflow weir 84, be provided with below the second downflow weir 84 with
7th mozzle 91 of its connection, is provided above near the 7th mozzle 91 drain side in discharge bay 90
There is ultraviolet sterilization apparatus 93, in discharge bay 90, on outlet 12, be provided with effusion meter 94.Purple
Outside line sterilizing unit 93 can thoroughly eliminate purification after sewage in the bacterial micro-organism that contains, effusion meter
94 flows that can measure water outlet, process the amount of sewage in calculating every day or stipulated time.
Specifically, housing 10 is provided above access hole, and access hole includes being arranged on baffling regulatory region 20
First access hole 1 of top, it is arranged on intermittent zones 40 and the second of amphimicrobian settling zone 50 intersection
Access hole 2, is arranged on the 3rd access hole above amphimicrobian settling zone 50 and relief area 60 intersection
3, be arranged on aerobic zone 70 and two sink the 4th access hole 4 above district 80 intersection, be arranged on water outlet
The 5th access hole 5 above pond 90.It is designed to during corrective maintenance by access hole, convenient
The parts of respective regions in device are carried out inspection operation.
In the present embodiment, described aeration pipeline 72, described ultraviolet sterilization apparatus 93 with
Enter sludge pipe described in and and go out the be interconnected power of transport of sludge pipe and provided by electric energy or solar energy.
Above content is the detailed description made this utility model in conjunction with specific embodiments, it is impossible to recognize
Determine this utility model to be embodied as being only limitted to these explanations.For this utility model art
For technical staff, without departing from the concept of the premise utility, it is also possible to make some simply
Deduction or replace, all should be considered as belonging to the scope of this utility model protection.
Claims (5)
1. an integrated effluent disposal system, including housing (10) be arranged on housing (10) two
The water inlet (11) of side and outlet (12), it is characterised in that: sewage enters from water inlet (11)
Baffling regulatory region (20), multiple filtration system (30), intermittent zones is sequentially passed through after housing (10)
(40), amphimicrobian settling zone (50), relief area (60), aerobic zone (70), two sink district
(80), from outlet (12) outflow, described multiple filtration system (30) after discharge bay (90)
Solid particulate filters layer (31), organic filtration layer (32) is included successively according to top-down order
With boulder bed (33), it is provided with aerobic zone filler (71) in described aerobic zone (70), aerobic
Bottom, district (70) is additionally provided with aeration pipeline (72).
Integrated effluent disposal system the most according to claim 1, it is characterised in that: described slow
Being arranged side by side some S types unhurried current plate (62) in rushing district (60), described relief area is leaned in (60)
The lower end of nearly aerobic zone (70) side is provided with the 5th mozzle (64), described relief area (60)
The interior position near the 5th mozzle (64) is provided with blender (63).
Integrated effluent disposal system the most according to claim 1, it is characterised in that: described good
Oxygen district (70) is provided with the 6th mozzle (73) near two upper ends sinking district (80) side, described
It is provided with triangular baffle (81) below the liquid outlet of the 6th mozzle (73).
Integrated effluent disposal system the most according to claim 1, it is characterised in that: described two
Heavy district (80) is provided with the second downflow weir (84) near the upper end of discharge bay (90) side, described
Second downflow weir (84) lower section is provided with the 7th mozzle (91) communicated therewith.
Integrated effluent disposal system the most according to claim 1, it is characterised in that: described shell
Body (10) is provided above access hole, and described access hole includes being arranged on baffling regulatory region (20)
First access hole (1) of side, it is arranged on intermittent zones (40) and amphimicrobian settling zone (50) and has a common boundary
Second access hole (2) at place, is arranged on amphimicrobian settling zone (50) and has a common boundary with relief area (60)
The 3rd access hole (3) above place, it is arranged on aerobic zone (70) and two and sinks on district (80) intersection
4th access hole (4) of side and be arranged on the 5th access hole (5) above discharge bay (90).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620281356.1U CN205590508U (en) | 2016-04-07 | 2016-04-07 | Integrate sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620281356.1U CN205590508U (en) | 2016-04-07 | 2016-04-07 | Integrate sewage treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205590508U true CN205590508U (en) | 2016-09-21 |
Family
ID=56922872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620281356.1U Expired - Fee Related CN205590508U (en) | 2016-04-07 | 2016-04-07 | Integrate sewage treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205590508U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106865907A (en) * | 2017-03-31 | 2017-06-20 | 安徽金鹏建设集团股份有限公司 | A kind of municipal sewage system |
| CN106915875A (en) * | 2017-05-16 | 2017-07-04 | 张阳康 | A kind of municipal sewage system |
| CN106927603A (en) * | 2017-05-16 | 2017-07-07 | 张阳康 | Novel all-in-one domestic sewage processing system |
| CN106986504A (en) * | 2017-05-16 | 2017-07-28 | 张阳康 | A kind of industrial production sewage disposal system |
| CN107032562A (en) * | 2017-05-16 | 2017-08-11 | 张阳康 | Integrated civil sewage processing system |
| CN107098539A (en) * | 2017-05-16 | 2017-08-29 | 张阳康 | A kind of WASTEWATER TREATMENT OF FOOD PROCESSING INDUSTRY system |
| CN109928542A (en) * | 2019-03-26 | 2019-06-25 | 北京工业大学 | A kind of integrated apparatus and method for realizing ammonium magnesium phosphate efficient crystallization and separation of solid and liquid |
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2016
- 2016-04-07 CN CN201620281356.1U patent/CN205590508U/en not_active Expired - Fee Related
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106865907A (en) * | 2017-03-31 | 2017-06-20 | 安徽金鹏建设集团股份有限公司 | A kind of municipal sewage system |
| CN106915875A (en) * | 2017-05-16 | 2017-07-04 | 张阳康 | A kind of municipal sewage system |
| CN106927603A (en) * | 2017-05-16 | 2017-07-07 | 张阳康 | Novel all-in-one domestic sewage processing system |
| CN106986504A (en) * | 2017-05-16 | 2017-07-28 | 张阳康 | A kind of industrial production sewage disposal system |
| CN107032562A (en) * | 2017-05-16 | 2017-08-11 | 张阳康 | Integrated civil sewage processing system |
| CN107098539A (en) * | 2017-05-16 | 2017-08-29 | 张阳康 | A kind of WASTEWATER TREATMENT OF FOOD PROCESSING INDUSTRY system |
| CN109928542A (en) * | 2019-03-26 | 2019-06-25 | 北京工业大学 | A kind of integrated apparatus and method for realizing ammonium magnesium phosphate efficient crystallization and separation of solid and liquid |
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