CN208776514U - Horizontal domestic sewage processing system - Google Patents
Horizontal domestic sewage processing system Download PDFInfo
- Publication number
- CN208776514U CN208776514U CN201820828577.5U CN201820828577U CN208776514U CN 208776514 U CN208776514 U CN 208776514U CN 201820828577 U CN201820828577 U CN 201820828577U CN 208776514 U CN208776514 U CN 208776514U
- Authority
- CN
- China
- Prior art keywords
- zone
- buffer area
- pretreating
- aerobic
- anaerobic
- 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.)
- Active
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 36
- 238000005273 aeration Methods 0.000 claims abstract description 19
- 238000000746 purification Methods 0.000 claims abstract description 11
- 239000002351 wastewater Substances 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 31
- 239000000945 filler Substances 0.000 claims description 15
- 238000005192 partition Methods 0.000 claims description 13
- 239000007789 gas Substances 0.000 claims description 12
- 238000005276 aerator Methods 0.000 claims description 7
- 238000003756 stirring Methods 0.000 claims description 7
- 239000002245 particle Substances 0.000 claims description 6
- 241000283080 Proboscidea <mammal> Species 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 238000012856 packing Methods 0.000 claims description 4
- 239000006004 Quartz sand Substances 0.000 claims description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 229910021536 Zeolite Inorganic materials 0.000 claims description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 3
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 3
- 229910052760 oxygen Inorganic materials 0.000 claims description 3
- 239000001301 oxygen Substances 0.000 claims description 3
- 239000010457 zeolite Substances 0.000 claims description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 2
- 229910052799 carbon Inorganic materials 0.000 claims description 2
- 238000004659 sterilization and disinfection Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000001376 precipitating effect Effects 0.000 description 2
- 230000001954 sterilising effect Effects 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 241001148470 aerobic bacillus Species 0.000 description 1
- 239000003610 charcoal Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- -1 greasy dirt Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Abstract
Horizontal domestic sewage processing system, it mainly include cabinet, the cabinet is sequentially divided into pretreating zone, buffer area, anaerobic zone, aerobic zone, settling zone, sterile zones and battery limits in the longitudinal direction, wastewater inlet is equipped at the top of pretreating zone, grid is equipped at the wastewater inlet, the pretreating zone bottom is equipped with boring aeration pipe, present apparatus scientific structure design, good purification, effluent characteristics are stablized.
Description
Technical field
The utility model relates to sanitary sewage disposal field more particularly to horizontal domestic sewage processing systems.
Background technique
Contain a large amount of sludge in sanitary sewage, greasy dirt, impurity bacterium etc., sanitary sewage can pass through blow-off line in city
Sewage treatment plant is discharged into be handled, however rural area or remote districts, since sewage treatment plant is few or other reasons, there is also
The case where sanitary sewage direct emission, the direct emission of sanitary sewage is serious to polluted environment.
The device of integral life sewage processing currently on the market is relatively more, is substantially exactly that will detest according to sewage treatment principle
Oxygen pond, aerobic tank, sterilization pool etc. combine, and complete the filtering of sewage, and the structure design of equipment is complex, occupied area compared with
Greatly, effluent characteristics are unstable.
Utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies of the prior art and provide scientific structure design, purification
Effect is good, the stable horizontal domestic sewage processing system of effluent characteristics.
To realize the utility model the following technical schemes are provided:
Horizontal domestic sewage processing system, mainly includes cabinet, and the cabinet is sequentially divided into pre- place in the longitudinal direction
Area, buffer area, anaerobic zone, aerobic zone, settling zone, sterile zones and battery limits are managed, are equipped with wastewater inlet at the top of the pretreating zone,
Grid is equipped at the wastewater inlet, the pretreating zone bottom is equipped with boring aeration pipe, the pretreating zone and buffer area
Top is not connected to, and is connected between the pretreating zone and buffer area by communicating pipe, the pretreating zone bottom there are also elevator pump,
The elevator pump is connect with communicating pipe one end, and the communicating pipe other end extends to buffer area bottom, if being equipped in the buffer area
Dry partition, the height of the partition are lower than the height of cabinet, are cross-linked at the top and bottom of the partition and buffer area, partition
Buffer area is divided into S type water channel；It is connected at the top of the buffer area and anaerobic zone, buffer area is equipped with connectivity part at the top of anaerobic zone
Tilt deflector, gas gathering mask be equipped with above the anaerobic zone, is not connected at the top of the anaerobic zone and aerobic zone, the anaerobic zone and
It is connected between aerobic zone by overflow pipe, described overflow pipe one end is located at below the gas gathering mask of anaerobic zone, and the other end extends to aerobic zone
Bottom, the aerobic zone bottom are equipped with aerator；It is not connected at the top of the aerobic zone and settling zone, the aerobic zone and precipitating
It is connected between area by overflow pipe, described overflow pipe one end is located at the top of aerobic zone, and the other end extends to settling zone bottom, with precipitating
The water distributor of area bottom connects, and water purification granular filler layer is equipped with above the water distributor；Connect at the top of the settling zone and sterile zones
It is logical, drug-feeding tube is equipped with above sterile zones, sterile zones bottom is equipped with stirring blade；The sterile zones are not connected to battery limits, described
Water sealed tank, dispensing canister, Aeration fan and motor are equipped in battery limits, the water sealed tank passes through the gas gathering mask of exhaust fan and anaerobic zone
Top connection, the dispensing canister are connect with the drug-feeding tube at the top of sterile zones, the boring aeration of the Aeration fan and pretreating zone
Pipe is connected with the aerator of aerobic zone, the stirring blade connection of the motor and sterile zones.
Preferably, the lower section of grid is equipped with oil slick precipitation mouth in the pretreating zone.
Preferably, being all provided with biologic packing material in the anaerobic zone and aerobic zone.
Preferably, water distributor in the settling zone is at sphere of movements for the elephants type, in settling zone water purification granular filler layer be haydite,
Cobble, zeolite, quartz sand or active carbon particle, the diameter of filler particles is gradually reduced in granular filler layer from bottom to up.
The usefulness of the utility model: first, greasy dirt is separated from sewage using aeration floating method in pretreating zone,
So that greasy dirt is concentrated on sewage surface, sewage is pre-processed；Second, gas gathering mask is arranged in anaerobic zone top, collects anaerobic reaction
The biogas of generation, biogas can recycle in life；It is not connected at the top of third, anaerobic zone and aerobic zone, subtracts to greatest extent
Influence of the aerobic zone oxygen to anaerobic zone anaerobic organism is lacked；4th, granular filler layer is set in settling zone, aerobic zone is come out
Sewage further purify, improve effluent quality；5th, sterilization pool is set, and the water purification come out to sedimentation basin carries out disinfection, and is convenient for
It utilizes again.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model.
Fig. 2 is the utility model top view.
In figure: 1 be pretreating zone, 1.1 be wastewater inlet, 1.2 be grid, 1.3 be boring aeration pipe, 1.4 be promoted
Pump, 1.5 be communicating pipe, 1.6 be oil slick be precipitated mouth, 2 be buffer area, 2.1 be partition, 2.2 be deflector, 3 be anaerobic zone, 3.1
It is gas gathering mask, 4 be aerobic zone, 4.1 be aerator, 5 be settling zone, 5.1 be water distributor, 5.2 be granular filler layer, 6 is to disappear
Contaminated area, 6.1 be drug-feeding tube, 6.2 be stirring blade, 7 be battery limits, 8 be overflow pipe, 9 be water sealed tank, 10 be dispensing canister, 11 be
Aeration fan, 12 be motor, 13 be exhaust fan, 14 be biologic packing material.
Specific embodiment
Horizontal domestic sewage processing system, mainly includes cabinet, and the cabinet is sequentially divided into pre- place in the longitudinal direction
Area 1, buffer area 2, anaerobic zone 3, aerobic zone 4, settling zone 5, sterile zones 6 and battery limits 7 are managed, are equipped at the top of the pretreating zone 1
Wastewater inlet 1.1, grid 1.2 is equipped at the wastewater inlet 1.1, and 2 bottom of pretreating zone is equipped with boring aeration pipe
1.3, the pretreating zone 1 is not connected to 2 top of buffer area, passes through communicating pipe 1.5 between the pretreating zone 1 and buffer area 2
Connection, there are also elevator pump 1.4, the elevator pumps 1.4 to connect with 1.5 one end of communicating pipe for 1 bottom of pretreating zone, the connection
1.5 other end of pipe extends to 2 bottom of buffer area, is equipped with several partitions 2.1 in the buffer area 2, the height of the partition 2.1 is lower than
The height of cabinet, the partition 2.1 and the top and bottom of buffer area 2 are cross-linked, and buffer area 2 is divided into S type by partition 2.1
Water channel；It is connected at the top of the buffer area 2 and anaerobic zone 3, buffer area 2 and 3 top connectivity part of anaerobic zone are equipped with inclination deflector
2.2, gas gathering mask 3.1 is equipped with above the anaerobic zone 3, the anaerobic zone 3 and 4 top of aerobic zone are not connected to, 3 He of anaerobic zone
It is connected between aerobic zone 4 by overflow pipe 8, described 8 one end of overflow pipe is located at 3 gas gathering mask of anaerobic zone, 3.1 lower section, and the other end extends to
4 bottom of aerobic zone, 4 bottom of aerobic zone are equipped with aerator 4.1；The aerobic zone 4 is not connected to 5 top of settling zone, institute
It states and is connected between aerobic zone 4 and settling zone 5 by overflow pipe 8, described 8 one end of overflow pipe is located at 4 top of aerobic zone, and the other end is stretched
It to 5 bottom of settling zone, is connect with the water distributor 5.1 of 5 bottom of settling zone, water purification granular filler is equipped with above the water distributor 5.1
Layer 5.2；It is connected at the top of the settling zone 5 and sterile zones 6, drug-feeding tube 6.1 is equipped with above sterile zones 6,6 bottom of sterile zones is equipped with and stirs
Mix blade 6.2；The sterile zones 6 are not connected to battery limits 7, and water sealed tank 9, dispensing canister 10, aeration wind are equipped in the battery limits 7
Machine 11 and motor 12, the water sealed tank 9 at the top of exhaust fan 13 and the gas gathering mask 3.1 of anaerobic zone 3 by connecting, the dispensing canister 10
It is connect with the drug-feeding tube 6.1 at 6 top of sterile zones, boring aeration pipe 1.3 and aerobic zone of the Aeration fan 11 with pretreating zone 1
4 aerator 4.1 connects, and the motor 12 is connect with the stirring blade 6.2 of sterile zones 6, grid in the pretreating zone 1
1.2 lower section is equipped with oil slick and mouth 1.6 is precipitated, and is all provided with biologic packing material 14 in the anaerobic zone 3 and aerobic zone 4, in the settling zone 5
Water distributor 5.1 at sphere of movements for the elephants type, water purification granular filler layer 5.2 is haydite, cobble, zeolite, quartz sand or activity in settling zone 5
Charcoal particle, the diameter of filler particles is gradually reduced in water purification granular filler layer from bottom to up.
Present apparatus working principle: sewage enters pretreating zone 1 by 1.1, is trapped by 1.2 bulk solid of grid etc.,
Then due to the aeration of boring aeration pipe 1.3, Oil in Sewage Water dirt is gradually assembled at the top of sewage, and mouth 1.6 is precipitated by oil slick in greasy dirt
Discharge, sewage enters buffer area 2 by communicating pipe 1.5 by elevator pump 1.4, since 2 inner route clapboard 2.1 of buffer area is divided into S type
Water channel, therefore sewage flow velocity in buffer area is slack-off, while concentration of wastewater reduces, sewage enters anaerobic zone 3 by deflector 2.2,
Sewage is in anaerobic zone 3, the decomposition reaction through anaerobic organism, generates biogas, is taken out biogas at the top of gas gathering mask by exhaust fan 13
Enter water sealed tank 9, by the processed sewage in anaerobic zone, aerobic zone 4 is entered by overflow pipe 8, sewage is in aerobic zone 4 by aeration
And settling zone 5 is entered by overflow pipe 8 after the resolution process of aerobic bacteria, the water distributor 5.1 of 5 bottom of settling zone is set at sphere of movements for the elephants type
It sets, so that water distribution is more uniform, the granular filler layer 5.2 being arranged above water distributor 5.1 can purify sewage, final purification again
The water of completion enters disinfection and goes 6 disinfections, in case using.
The utility model is not limited to horizontal domestic sewage processing system involved in above-mentioned specific embodiment, is familiar with
Those skilled in the art can also make a variety of variations accordingly, but any be equal with the utility model or similar variation is all answered
Cover in the range of the utility model claims.
Claims (4)
1. horizontal domestic sewage processing system, it is characterised in that: mainly include cabinet, the cabinet successively divides in the longitudinal direction
Pretreating zone, buffer area, anaerobic zone, aerobic zone, settling zone, sterile zones and battery limits are cut into, are equipped at the top of the pretreating zone
Wastewater inlet, grid is equipped at the wastewater inlet, and the pretreating zone bottom is equipped with boring aeration pipe, the pretreating zone
It is not connected to, is connected between the pretreating zone and buffer area by communicating pipe, the pretreating zone bottom is also with buffer area top
There is elevator pump, the elevator pump is connect with communicating pipe one end, and the communicating pipe other end extends to buffer area bottom, the buffer area
Interior to be equipped with several partitions, the height of the partition is lower than the height of cabinet, and the top and bottom of the partition and buffer area interlock
Buffer area is divided into S type water channel by connection, partition；It is connected at the top of the buffer area and anaerobic zone, at the top of buffer area and anaerobic zone
Connectivity part is equipped with inclination deflector, and gas gathering mask is equipped with above the anaerobic zone, is not connected at the top of the anaerobic zone and aerobic zone, institute
It states and is connected between anaerobic zone and aerobic zone by overflow pipe, described overflow pipe one end is located at below the gas gathering mask of anaerobic zone, the other end
Aerobic zone bottom is extended to, the aerobic zone bottom is equipped with aerator；It is not connected at the top of the aerobic zone and settling zone, it is described good
It is connected between oxygen area and settling zone by overflow pipe, described overflow pipe one end is located at the top of aerobic zone, and the other end extends to settling zone
Bottom is connect with the water distributor of settling zone bottom, and water purification granular filler layer is equipped with above the water distributor；The settling zone with disappear
Connection at the top of contaminated area, sterile zones top are equipped with drug-feeding tube, and sterile zones bottom is equipped with stirring blade；The sterile zones and battery limits are not
It is connected to, water sealed tank, dispensing canister, Aeration fan and motor is equipped in the battery limits, the water sealed tank passes through exhaust fan and anaerobism
Connection, the dispensing canister are connect with the drug-feeding tube at the top of sterile zones at the top of the gas gathering mask in area, the Aeration fan and pretreating zone
Boring aeration pipe connected with the aerator of aerobic zone, the connection of the stirring blades of the motor and sterile zones.
2. horizontal domestic sewage processing system according to claim 1, it is characterised in that: grid in the pretreating zone
Lower section be equipped with oil slick be precipitated mouth.
3. horizontal domestic sewage processing system according to claim 1, it is characterised in that: in the anaerobic zone and aerobic zone
It is all provided with biologic packing material.
4. horizontal domestic sewage processing system according to claim 1, it is characterised in that: the water distributor in the settling zone
At sphere of movements for the elephants type, water purification granular filler layer is haydite, cobble, zeolite, quartz sand or active carbon particle in settling zone, from bottom to up
The diameter of filler particles is gradually reduced in granular filler layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820828577.5U CN208776514U (en) | 2018-05-31 | 2018-05-31 | Horizontal domestic sewage processing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820828577.5U CN208776514U (en) | 2018-05-31 | 2018-05-31 | Horizontal domestic sewage processing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208776514U true CN208776514U (en) | 2019-04-23 |
Family
ID=66148773
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820828577.5U Active CN208776514U (en) | 2018-05-31 | 2018-05-31 | Horizontal domestic sewage processing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208776514U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111348810A (en) * | 2020-04-13 | 2020-06-30 | 重庆逸境环保工程有限公司 | a sewage treatment machine |
| CN115106360A (en) * | 2022-07-14 | 2022-09-27 | 中城院(北京)环境科技有限公司 | Kitchen waste desanding system |
| CN117326733A (en) * | 2023-09-28 | 2024-01-02 | 中船第九设计研究院工程有限公司 | A kind of laboratory animal room wastewater treatment system |
| CN118206248A (en) * | 2024-04-28 | 2024-06-18 | 长沙工研院环保有限公司 | A micro-power rural domestic sewage treatment system |
| CN118439753A (en) * | 2024-05-08 | 2024-08-06 | 长沙工研院环保有限公司 | Zero-power rural domestic sewage treatment system |
-
2018
- 2018-05-31 CN CN201820828577.5U patent/CN208776514U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111348810A (en) * | 2020-04-13 | 2020-06-30 | 重庆逸境环保工程有限公司 | a sewage treatment machine |
| CN115106360A (en) * | 2022-07-14 | 2022-09-27 | 中城院(北京)环境科技有限公司 | Kitchen waste desanding system |
| CN117326733A (en) * | 2023-09-28 | 2024-01-02 | 中船第九设计研究院工程有限公司 | A kind of laboratory animal room wastewater treatment system |
| CN118206248A (en) * | 2024-04-28 | 2024-06-18 | 长沙工研院环保有限公司 | A micro-power rural domestic sewage treatment system |
| CN118439753A (en) * | 2024-05-08 | 2024-08-06 | 长沙工研院环保有限公司 | Zero-power rural domestic sewage treatment system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208776514U (en) | Horizontal domestic sewage processing system | |
| CN107162178B (en) | Full-mixing MBBR reactor | |
| CN106630393A (en) | Unattended IFAS or MBBR sewage treatment integrated equipment and system | |
| CN104743745A (en) | System for advanced treatment of garlic wastewater | |
| CN108046418B (en) | Aerobic internal circulation biological separation reactor | |
| CN106630482A (en) | Sewage treatment device | |
| CN105417862A (en) | Wastewater treatment system | |
| CN107555727A (en) | A kind of wastewater treatment device | |
| CN204874025U (en) | A aeration biological fluidized bed device for high ammonia -nitrogen concentration waste water treatment | |
| CN207313244U (en) | Annular waterfall formula treatment tank | |
| CN215667605U (en) | Domestic sewage treatment detection device | |
| CN211311237U (en) | Self-circulation anaerobic air floatation slag-discharging glass fiber reinforced plastic sedimentation tank | |
| CN203820591U (en) | Integrated sewage treatment equipment | |
| CN203545843U (en) | Composite type oil removing equipment | |
| CN208791417U (en) | A kind of more deflector type biochemical reaction slots | |
| CN218454078U (en) | Integrated sewage treatment system | |
| CN116655100A (en) | Biochemical aerobic reactor and aerobic biochemical treatment method | |
| CN111499113B (en) | River sewage ecological treatment device | |
| CN108928995A (en) | A kind of distributing rural sewage treatment system | |
| CN209383621U (en) | A kind of sewage disposal system for town domestic sewage purified treatment | |
| CN208414166U (en) | A kind of aquaculture ecological purified water system | |
| CN208517061U (en) | A kind of solar energy co-immobilization microorganism black and odorous water processing unit | |
| CN105906033A (en) | Mixed biological contact oxidation tank | |
| CN220012399U (en) | Low concentration sewage treatment system | |
| CN220413122U (en) | Municipal wastewater treatment device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |