CN211712881U - Novel domestic sewage reactor - Google Patents
Novel domestic sewage reactor Download PDFInfo
- Publication number
- CN211712881U CN211712881U CN201922329614.5U CN201922329614U CN211712881U CN 211712881 U CN211712881 U CN 211712881U CN 201922329614 U CN201922329614 U CN 201922329614U CN 211712881 U CN211712881 U CN 211712881U
- Authority
- CN
- China
- Prior art keywords
- zone
- aerobic
- plate
- cutoff
- 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
Images
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a novel domestic sewage reactor, which comprises a water inlet, a cover plate and a body, wherein the cover plate is arranged above the body, the water inlet is arranged at one side of the body, the body is provided with a settling zone near one side of the water inlet, a first sedimentation flow isolating plate is arranged in the middle of the settling zone, a second sedimentation flow isolating plate is arranged at one side of the settling zone far away from the water inlet, the lower part of the settling zone is provided with a first fine stone zone, the upper part of the first fine stone zone near one side of the body is provided with a coarse stone zone, a first filter plate, a second filter plate and a first filter plate are sequentially arranged in the middle part between the first sedimentation flow isolating plate and the second sedimentation flow isolating plate from bottom to top, the other side of the settling zone is provided with a first anaerobic zone, the middle of the first anaerobic zone is provided with a first anaerobic flow isolating plate, the bottom of the first anaerobic zone is provided with a second fine stone zone, the other side of the first anaerobic, the middle of the first aerobic zone is provided with a first aeration device.
Description
Technical Field
The utility model relates to a sewage treatment field, concretely relates to novel domestic sewage reactor.
Background
Domestic sewage is waste water discharged by residents in daily life. Mainly kitchen water and toilet water. The sewage contains a large amount of microorganisms, organic matters, inorganic salts and the like, and is easy to decay and generate stink under the action of organisms such as bacteria and the like under the condition of not being treated for a long time; the existing sewage reaction device needs a plurality of different settings to be combined to complete the reaction, and needs to be precipitated before the reaction, thereby occupying a large amount of space, being expensive in equipment and poor in treatment effect.
Disclosure of Invention
For solving the deficiencies of the prior art, the utility model aims to provide a novel domestic sewage reactor which has simple structure and can fully react for a plurality of times.
In order to achieve the above object, the utility model adopts the following technical scheme:
a novel domestic sewage reactor comprises a water inlet, a cover plate and a body, wherein the cover plate is arranged above the body, the water inlet is arranged on one side of the body, a precipitation zone is arranged on one side of the body, which is close to the water inlet, the middle of the precipitation zone is provided with a first precipitation flow isolating plate, one side of the precipitation zone, which is far away from the water inlet, is provided with a second precipitation flow isolating plate, the lower part of the precipitation zone is provided with a first fine stone zone, the upper part of one side of the first fine stone zone, which is close to the body, is provided with a coarse stone zone, a first filter plate, a second filter plate and a third filter plate are sequentially arranged in the middle part from bottom to top between the first precipitation flow isolating plate and the second precipitation flow isolating plate, the other side of the precipitation zone is provided with a first anaerobic zone, the middle of the first anaerobic zone is provided with a first anaerobic zone, the bottom of the first zone is provided with a second fine stone, a first aeration device is arranged in the middle of the first aerobic zone, a second anaerobic zone is arranged at the other side of the first aerobic zone, a second aerobic flow partition plate is arranged between the first aerobic zone and the second anaerobic zone, a third fine stone zone is arranged at the bottom of the second anaerobic zone, a second aerobic zone is arranged at the other side of the second anaerobic zone, a third aerobic flow partition plate is arranged between the second aerobic zone and the second anaerobic zone, a second aeration device is arranged in the middle of the second aerobic zone, a water purification zone is arranged at the other side of the second aerobic zone, a fourth aerobic flow partition plate is arranged between the second aerobic zone and the water purification zone, a water purification flow partition plate is arranged in the middle of the water purification zone, a fourth filter plate and a fifth filter plate are sequentially arranged between the fourth aerobic flow partition plate and the water purification flow partition plate from top to bottom, a sixth filter plate and a seventh filter plate are sequentially arranged between the water purification flow partition plate and the side wall of the body from top to bottom, a sludge outlet is arranged at the outer side of the body away from the water inlet, a water outlet is arranged above the outer part of one side of the body, which is far away from the water inlet.
Preferably, the first precipitation flow-separating plate, the first anaerobic flow-separating plate, the second anaerobic flow-separating plate and the water-purifying flow-separating plate are all fixed below the cover plate, the second precipitation flow-separating plate, the first aerobic flow-separating plate, the second aerobic flow-separating plate, the third aerobic flow-separating plate and the fourth aerobic flow-separating plate are all fixed at the bottom of the body, and the heights of the first precipitation flow-separating plate, the first anaerobic flow-separating plate, the second anaerobic flow-separating plate, the water-purifying flow-separating plate, the second precipitation flow-separating plate, the first aerobic flow-separating plate, the second aerobic flow-separating plate, the third aerobic flow-separating plate and the fourth aerobic flow-separating plate are all smaller than the height of the body, so that a water flow loop is formed, and meanwhile, the region division is carried out, so that.
Preferably, the height of the first fine stone area is greater than the distance from the bottom of the first sedimentation flow partition plate to the bottom of the body, the height of the second fine stone area is greater than the distance from the bottom of the first anaerobic flow partition plate to the bottom of the body, and the height of the third fine stone area is greater than the distance from the bottom of the second anaerobic flow partition plate to the bottom of the body, so that multiple times of sedimentation and filtration are performed, and particles in water are better removed.
More preferably, the distance from the first filter plate to the second filter plate is smaller than the distance from the second filter plate to the third filter plate, thereby improving the filtering efficiency.
Further preferably, the first aeration device and the second aeration device have the same structure, the first aeration device and the second aeration device are both fixed below the cover plate, the first aeration device comprises a main air pipe, a rotary aeration disc arranged at the bottom of the main air pipe and a flat aeration disc uniformly arranged on the main air pipe, and the first aeration device is fully oxygenated to provide the reaction efficiency of the aerobic zone.
Specifically, one end of the sixth filter plate is fixed at the bottom of the water purification flow isolating plate to form stepped filtration, so that the filtration effect is improved.
Still preferably, the first filter plate, the second filter plate, the third filter plate, the fourth filter plate, the fifth filter plate, the sixth filter plate and the seventh filter plate are made of activated carbon.
The utility model discloses an useful part lies in: the utility model has simple structure and convenient operation, and the multi-group anaerobic-aerobic circulation improves the sewage treatment effect, reduces the occupied area and improves the utilization rate; the sedimentation is effectively segmented by arranging a plurality of fine stone areas, so that the sedimentation efficiency is improved; through a plurality of filter, the effectual filter effect that has improved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
The meaning of the reference symbols in the figures: 1. a water inlet, 2, a settling zone, 3, a coarse stone zone, 4, a first fine stone zone, 5, a first settling cutoff plate, 601, a first filter plate, 602, a second filter plate, 603, a third filter plate, 7, a second settling cutoff plate, 8, a first anaerobic zone, 801, a first anaerobic cutoff plate, 9, a second fine stone zone, 10, a first aerobic zone, 1001, a first aerobic cutoff plate, 1002, a second aerobic cutoff plate, 11, a first aeration device, 12, a second anaerobic zone, 1201, a second anaerobic cutoff plate, 13, a third fine stone zone, 14, a second aerobic zone, 1401, a third aerobic cutoff plate, 1402, a fourth aerobic cutoff plate, 15, a second aeration device, 16, a clean water cutoff plate, 1701, a fourth filter plate, 1702, a fifth filter plate, 1801, a sixth filter plate, 1802, a seventh filter plate, 19, a water outlet, 20, 21, a cover plate.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and specific embodiments.
The utility model provides a novel domestic sewage reactor, includes water inlet 1, apron 21 and body, apron 21 sets up in the body top, and water inlet 1 sets up in body one side, and the body is close to water inlet 1 one side and is provided with sedimentation zone 2, is provided with first sediment separate flow board 5 in the middle of the 2 sediment zones, and sedimentation zone 2 keeps away from water inlet 1 one side and is provided with second sediment separate flow board 7, and 2 lower parts in sedimentation zone are provided with first fine stone district 4, and first fine stone district 4 is close to body one side top and is provided with coarse stone district 3.
First sediment separates and to have set gradually first filter 601, second filter 602 and third filter 603 in the middle part from bottom to top between the board 5 and the second sediment separates and to have flowed 7, and the distance of first filter 601 to second filter 602 is less than the distance of second filter 602 to third filter, improves filtration efficiency.
The other side of the settling zone 2 is provided with a first anaerobic zone 8, the middle of the first anaerobic zone 8 is provided with a first anaerobic flow partition plate 801, and the bottom of the first anaerobic zone 8 is provided with a second fine stone zone 9.
A first aerobic zone 10 is arranged at the other side of the first anaerobic zone 8, a first aerobic flow partition plate 1001 is arranged between the first aerobic zone 10 and the first anaerobic zone 8, and a first aeration device 11 is arranged in the middle of the first aerobic zone 10.
A second anaerobic zone 12 is arranged at the other side of the first aerobic zone 10, a second aerobic flow partition plate 1002 is arranged between the first aerobic zone 10 and the second anaerobic zone 12, and a third fine stone zone 13 is arranged at the bottom of the second anaerobic zone 12.
The height of the first fine stone area 4 is larger than the distance from the bottom of the first sedimentation flow partition plate 5 to the bottom of the body, the height of the second fine stone area 9 is larger than the distance from the bottom of the first anaerobic flow partition plate 801 to the bottom of the body, and the height of the third fine stone area 13 is larger than the distance from the bottom of the second anaerobic flow partition plate to the bottom of the body, so that multiple times of sedimentation and filtration are performed, and particles in water are better removed.
A second aerobic zone 14 is arranged at the other side of the second anaerobic zone 12, a third aerobic baffle 1401 is arranged between the second aerobic zone 14 and the second anaerobic zone 12, and a second aeration device 15 is arranged in the middle of the second aerobic zone 14.
The first aeration device 11 and the second aeration device 15 have the same structure, the first aeration device 11 and the second aeration device 15 are both fixed below the cover plate 21, the first aeration device 11 comprises a main air pipe, a rotary aeration disc arranged at the bottom of the main air pipe and a flat aeration disc uniformly arranged on the main air pipe, and the oxygen is fully charged, so that the reaction efficiency of an aerobic zone is improved.
The other side of the second aerobic zone 14 is provided with a water purification zone 16, a fourth aerobic flow partition plate 1402 is arranged between the second aerobic zone 14 and the water purification zone 16, a water purification flow partition plate 1601 is arranged in the middle of the water purification zone 16, a fourth filter plate 1701 and a fifth filter plate 1702 are sequentially arranged between the fourth aerobic flow partition plate 1402 and the water purification flow partition plate 1601 from top to bottom, a sixth filter plate 1801 and a seventh filter plate 1802 are sequentially arranged between the water purification flow partition plate 1601 and the side wall of the body from top to bottom, one end of the sixth filter plate 1801 is fixed at the bottom of the water purification flow partition plate 1601 to form stepped filtration, and the filtration effect is improved.
A sludge outlet 19 is arranged on the lower part of the outer part of one side of the body far away from the water inlet 1, and a water outlet 20 is arranged on the upper part of the outer part of one side of the body far away from the water inlet 1.
The first precipitation flow partition plate 5, the first anaerobic flow partition plate 801, the second anaerobic flow partition plate and the water purification flow partition plate 1601 are all fixed below the cover plate 21, the second precipitation flow partition plate 7, the first aerobic flow partition plate 1001, the second aerobic flow partition plate 1002, the third aerobic flow partition plate 1401 and the fourth aerobic flow partition plate 1402 are all fixed at the bottom of the body, and the heights of the first precipitation flow partition plate 5, the first anaerobic flow partition plate 801, the second anaerobic flow partition plate, the water purification flow partition plate 1601, the second precipitation flow partition plate 7, the first aerobic flow partition plate 1001, the second aerobic flow partition plate 1002, the third aerobic flow partition plate 1401 and the fourth aerobic flow partition plate 1402 are all smaller than the height of the body, so that a water flow loop is formed, and meanwhile, the zone division is performed, the space is saved, the reaction time is prolonged, and the reaction efficiency is improved.
The first filter plate 601, the second filter plate 602, the third filter plate, the fourth filter plate 1701, the fifth filter plate 1702, the sixth filter plate 1801 and the seventh filter plate 1802 are made of activated carbon.
The utility model discloses an useful part lies in: the utility model has simple structure and convenient operation, and the multi-group anaerobic-aerobic circulation improves the sewage treatment effect, reduces the occupied area and improves the utilization rate; the sedimentation is effectively segmented by arranging a plurality of fine stone areas, so that the sedimentation efficiency is improved; through a plurality of filter, the effectual filter effect that has improved.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It should be understood by those skilled in the art that the above embodiments do not limit the present invention in any way, and all technical solutions obtained by adopting equivalent replacement or equivalent transformation fall within the protection scope of the present invention.
Claims (7)
1. A novel domestic sewage reactor comprises a water inlet, a cover plate and a body, and is characterized in that the cover plate is arranged above the body, the water inlet is arranged on one side of the body, a settling zone is arranged on one side of the body, which is close to the water inlet, a first settling flow isolating plate is arranged in the middle of the settling zone, a second settling flow isolating plate is arranged on one side of the settling zone, which is far away from the water inlet, a first fine stone zone is arranged on the lower portion of the settling zone, a coarse stone zone is arranged on the upper portion, which is close to one side of the body, of the first settling flow isolating plate, a first filter plate, a second filter plate and a third filter plate are sequentially arranged in the middle of the first settling flow isolating plate and the second settling flow isolating plate from bottom to top, a first anaerobic zone is arranged on the other side of the settling zone, a first anaerobic zone is arranged in the, a first aerobic zone is arranged at the other side of the first anaerobic zone, a first aerobic flow partition plate is arranged between the first aerobic zone and the first anaerobic zone, a first aeration device is arranged in the middle of the first aerobic zone, a second anaerobic zone is arranged at the other side of the first aerobic zone, a second aerobic flow partition plate is arranged between the first aerobic zone and the second anaerobic zone, a third fine stone zone is arranged at the bottom of the second anaerobic zone, a second aerobic zone is arranged at the other side of the second anaerobic zone, a third aerobic flow partition plate is arranged between the second aerobic zone and the second anaerobic zone, a second aeration device is arranged in the middle of the second aerobic zone, a water purification zone is arranged at the other side of the second aerobic zone, a fourth aerobic flow partition plate is arranged between the second aerobic zone and the water purification zone, a water purification flow partition plate is arranged in the middle of the water purification zone, and a fourth aerobic flow partition plate and a fifth filter plate are sequentially arranged from top to bottom between the fourth aerobic flow partition plate and the water purification filter plate The water purification device comprises a water inlet, a water purification flow isolating plate, a body and a water purification device, wherein a sixth filter plate and a seventh filter plate are sequentially arranged between the water purification flow isolating plate and the side wall of the body from top to bottom, a sludge outlet is formed in the lower portion of the outer portion of one side of the body, which is far away from the water inlet, and a water outlet is formed in the upper portion of the.
2. The reactor according to claim 1, wherein the first settling cutoff, the first anaerobic cutoff, the second anaerobic cutoff and the clean water cutoff are fixed under the cover plate, the second settling cutoff, the first aerobic cutoff, the second aerobic cutoff, the third aerobic cutoff and the fourth aerobic cutoff are fixed at the bottom of the body, and the first settling cutoff, the first anaerobic cutoff, the second anaerobic cutoff, the clean water cutoff, the second settling cutoff, the first aerobic cutoff, the second aerobic cutoff, the third aerobic cutoff and the fourth aerobic cutoff are all shorter than the body.
3. The reactor according to claim 2, wherein the height of the first fine stone region is greater than the distance from the bottom of the first sedimentation flow partitioner to the bottom of the body, the height of the second fine stone region is greater than the distance from the bottom of the first anaerobic flow partitioner to the bottom of the body, and the height of the third fine stone region is greater than the distance from the bottom of the second anaerobic flow partitioner to the bottom of the body.
4. The reactor according to claim 1, wherein the distance from the first filter plate to the second filter plate is smaller than the distance from the second filter plate to the third filter plate.
5. The reactor according to claim 1, wherein the first aeration device and the second aeration device are identical in structure, the first aeration device and the second aeration device are both fixed below the cover plate, and the first aeration device comprises a main air pipe, a rotary aeration disc arranged at the bottom of the main air pipe and a flat plate aeration disc uniformly arranged on the main air pipe.
6. The reactor according to claim 1, wherein one end of the sixth filter plate is fixed to the bottom of the clean water cutoff plate.
7. The reactor according to claim 1, wherein the first, second, third, fourth, fifth, sixth and seventh filter plates are made of activated carbon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922329614.5U CN211712881U (en) | 2019-12-23 | 2019-12-23 | Novel domestic sewage reactor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922329614.5U CN211712881U (en) | 2019-12-23 | 2019-12-23 | Novel domestic sewage reactor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211712881U true CN211712881U (en) | 2020-10-20 |
Family
ID=72819535
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922329614.5U Active CN211712881U (en) | 2019-12-23 | 2019-12-23 | Novel domestic sewage reactor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211712881U (en) |
-
2019
- 2019-12-23 CN CN201922329614.5U patent/CN211712881U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101870543B (en) | Landfill percolate treatment novel process | |
| CN101863587B (en) | Process for purifying and recycling biomass organic wastewater | |
| CN101891357B (en) | Natural power sewage biological purifier | |
| CN209740933U (en) | Domestic sewage nitrogen and phosphorus removal purification device | |
| CN203613023U (en) | Alternating aeration filter bioreactor | |
| CN103819051B (en) | Energy-saving processing method for wastewater generated during liquor brewing process | |
| CN106517699B (en) | Efficient domestic garbage sewage system and process thereof | |
| CN211712881U (en) | Novel domestic sewage reactor | |
| CN111470705A (en) | System for little algae processing of photovoltaic self-energy supply MBR membrane tail liquid of raising pigs | |
| CN103819062B (en) | MBR (membrane biological reactor) sewage treatment equipment for integrated fluidizing pool | |
| CN105819626A (en) | Combined customized sewage disposal system | |
| CN215049474U (en) | Centralized sewage treatment facility | |
| CN212425789U (en) | Domestic sewage treatment device | |
| CN202164213U (en) | Municipal sewage treatment device combining catalysis anaerobic reaction and submerged bacteria filter | |
| CN210796140U (en) | Domestic sewage treatment device | |
| CN202576091U (en) | Integral baffling biological filtering pond sewage treatment device | |
| CN109516639B (en) | Label improving and reforming system for urban domestic sewage treatment plant | |
| CN108585197B (en) | Village-to-home-level mud film coupling sewage treatment device and treatment method thereof | |
| CN203346235U (en) | Sewage treatment equipment | |
| CN202063802U (en) | Device for processing ethylene glycol sewage | |
| CN103113006A (en) | Wastewater treatment technology | |
| CN210237399U (en) | Palm oil waste water processing system | |
| CN214693746U (en) | Distributed sewage treatment device for farm | |
| CN204298204U (en) | A kind of combined type dispersion water distribution wastewater reusing device | |
| CN211972059U (en) | Energy-saving integrated water purifying device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |