CN205115132U - Utilize aeration effect to reduce sewage treatment system of bottom of pool sludgd deposition - Google Patents
Utilize aeration effect to reduce sewage treatment system of bottom of pool sludgd deposition Download PDFInfo
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- CN205115132U CN205115132U CN201520751381.7U CN201520751381U CN205115132U CN 205115132 U CN205115132 U CN 205115132U CN 201520751381 U CN201520751381 U CN 201520751381U CN 205115132 U CN205115132 U CN 205115132U
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- aeration
- case
- sewage treatment
- tank
- aeration case
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- 238000005273 aeration Methods 0.000 title claims abstract description 165
- 239000010865 sewage Substances 0.000 title claims abstract description 37
- 230000000694 effects Effects 0.000 title claims abstract description 32
- 230000008021 deposition Effects 0.000 title claims abstract description 20
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000001301 oxygen Substances 0.000 claims abstract description 8
- 229910052760 oxygen Inorganic materials 0.000 claims abstract description 8
- 238000007790 scraping Methods 0.000 claims abstract description 4
- 239000011148 porous material Substances 0.000 claims description 21
- 239000010802 sludge Substances 0.000 claims description 20
- 239000007789 gas Substances 0.000 claims description 4
- 230000000153 supplemental effect Effects 0.000 claims description 4
- 238000000151 deposition Methods 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Landscapes
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
The utility model discloses an utilize aeration effect to reduce sewage treatment system of bottom of pool sludgd deposition. It includes the sewage treatment pond and is used for micropore aeration system for sewage treatment pond replenishment oxygen, be provided with the aeration case that is linked together with the sewage treatment pond in the sewage treatment pond, first the setting in the aeration case of micropore aeration of micropore aeration system, be provided with the guide structure that is used for guiding aeration bubble and the rivers flow direction outside to the aeration case on the aeration case, the motion of certain orbit can be done to the aeration case in the sewage treatment pond under the aeration effect of micropore aeration system, the aeration case can drive the scraper blade that is used for scraping sewage treatment pond bottom of the pool mud again. The utility model discloses set up the built -in aeration case that has the micropore aeration head in the sewage treatment pond, a large amount of bubbles that the micropore aeration head exposed promote rivers and flow out outward to the aeration case according to the guide of guide structure, promote the motion that certain orbit was done to the aeration case, drive the mud that sewage treatment pond bottom of the pool was scraped to the scraper blade to reduce the deposit of bottom of the pool mud.
Description
Technical field
The present invention relates to a kind of Sewage treatment systems.
Background technology
In sewage treatment project, no matter be Aerobic Pond or anaerobic pond, all can settled sludge at the bottom of pond.These sludgd depositions are too much, will affect wastewater treatment efficiency.At present, the way addressed this problem installs impeller in treatment tank, utilizes the plug-flow effect of impeller to make drainage flow, thus reduce the deposition of mud at the bottom of pond.
Summary of the invention
The technical problem to be solved in the present invention is: provide a kind of Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition.
In order to solve the problems of the technologies described above, the technical solution used in the present invention is:
A kind of Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition, comprise treatment tank and the micro-pore aeration system be used for as treatment tank supplemental oxygen, the aeration case be connected with treatment tank is provided with in treatment tank, the micro porous aeration head of micro-pore aeration system is arranged in aeration case, aeration case is provided with the guide structure for guiding the flow direction outside aeration bubbles and current direction aeration case, aeration case can do the motion of certain track under the aeration effect of micro-pore aeration system in treatment tank, aeration case can drive again the scraper plate for scraping treatment tank pool bottom sludge.
Treatment tank is circular, the vertical medullary ray for the treatment of tank is provided with swivel joint, gas blower wind conveying pipe road connects the input aperture of swivel joint, the delivery port of swivel joint connects the defeated wind small transfer line of level, and level defeated wind small transfer line can rotate around the vertical medullary ray for the treatment of tank; Level defeated wind small transfer line is connected with again the vertical defeated wind small transfer line stretching into treatment tank sewage, the lower end of vertical defeated wind small transfer line connects the micro porous aeration head be arranged in aeration case, aeration case is connected as a single entity with the defeated wind small transfer line of level, can rotate together by drive level defeated wind small transfer line under the aeration effect of micro-pore aeration system around the vertical medullary ray for the treatment of tank; Scraper plate is fixedly connected with in the below of aeration case.
The guide structure of the flow direction be used for outside guiding aeration bubbles and current direction aeration case is arranged on the through hole with the direction opposite side of the motion of aeration case on aeration case.
The defeated wind small transfer line of level has many, and around the vertical medullary ray being symmetricly set on treatment tank.
The pool side for the treatment of tank is provided with the circular guideway that the defeated wind small transfer line of level rotates.
Around the vertical medullary ray for the treatment of tank, be provided with Circular Shaft, the vertical medullary ray of Circular Shaft is provided with vertical column, and swivel joint is arranged on the top of vertical column, and aeration case is arranged in the treatment tank in the outside of Circular Shaft.
The shape of aeration case is the more sharp-pointed streamlining in the front end that is suitable for rotating in sewage.
The sewage disposal pool area as well oxygen pond at aeration case place, is also provided with anaerobic pond outside Aerobic Pond, is also provided with the scraper plate that can be driven by aeration case in anaerobic pond.
Treatment tank is rectangle, and be arranged with line slideway in parallel at two relative pool sides for the treatment of tank, aeration case linearly can do translational motion by guide rail under the aeration effect of micro-pore aeration system.
The guide structure being used for guiding aeration bubbles and current flow direction is also be arranged on the through hole on aeration case, and the both direction doing translational motion at aeration case there is setting, the through hole of both sides can replace folding, and aeration case linearly can do linear reciprocating motion by guide rail under the aeration effect of micro-pore aeration system.
Beneficial effect acquired by the present invention:
The aeration case being built-in with micro porous aeration head is set in treatment tank, the current that a large amount of bubbles that micro porous aeration head exposes promote in aeration case flow out outside aeration case according to the guiding of guide structure on aeration case, thus the motion that aeration case does certain track can be promoted, aeration case drives again scraper plate to scrape the mud at the bottom for the treatment of tank pond, achieves the function utilizing the aeration effect of micro-pore aeration system to reduce pool bottom sludge deposition.
Below in conjunction with the drawings and specific embodiments, the present invention is described in further details.
Accompanying drawing explanation
Fig. 1 is the organigram of the embodiment of the present invention one;
Fig. 2 be Fig. 1 overlook organigram;
Fig. 3 is the organigram of the embodiment of the present invention two.
In figure: 1. treatment tank, 2. aeration case, 4. scraper plate, 5. swivel joint, 6. gas blower wind conveying pipe road, the 7. defeated wind small transfer line of level, 8. vertical defeated wind small transfer line, 9. through hole, 10. circular guideway, 11. Circular Shaft, 12. vertical columns, 13. Aerobic Ponds; 14. anaerobic ponds; 15. line slideways.
Embodiment
Embodiment one,
As Fig. 1, shown in Fig. 2, a kind of Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition, comprise treatment tank 1 and the micro-pore aeration system be used for as treatment tank 1 supplemental oxygen, in treatment tank 1, be provided with its mode of communicating of aeration case 2(be connected with treatment tank 1 can be that this aeration case 2 is not arranged at the bottom of case, also can be at the bottom of case on perforate, can also be alternate manner), the micro porous aeration head of micro-pore aeration system is arranged in aeration case 2, aeration case 2 is provided with the guide structure for guiding the flow direction outside aeration bubbles and current direction aeration case, aeration case 2 can do the motion of certain track under the aeration effect of micro-pore aeration system in treatment tank 1, aeration case 2 can drive again the scraper plate 4 for scraping treatment tank pool bottom sludge.Micro-pore aeration system described here is prior art, is micro porous aeration head air feed by blower conduits, micro porous aeration head is provided with a large amount of micropore, and air in sewage, is sewage supplemental oxygen by micropore dispersion.
Treatment tank 1 is circular, the vertical medullary ray for the treatment of tank 1 is provided with swivel joint 5, gas blower wind conveying pipe road 6 connects the input aperture of swivel joint 5, the delivery port of swivel joint 5 connects the defeated wind small transfer line 7 of level, and level defeated wind small transfer line 7 can rotate around the vertical medullary ray for the treatment of tank 1; Level defeated wind small transfer line 7 is connected with again the vertical defeated wind small transfer line 8 stretching into treatment tank 1 sewage, the lower end of vertical defeated wind small transfer line 8 connects the micro porous aeration head be arranged in aeration case 2, aeration case 2 is connected as a single entity with the defeated wind small transfer line 7 of level, can rotate together by drive level defeated wind small transfer line 7 under the aeration effect of micro-pore aeration system around the vertical medullary ray for the treatment of tank 1; Scraper plate 4 is fixedly connected with in the below of aeration case 2.Swivel joint described here is a kind of prior art, is used for conveyance fluid, and the pipeline that the pipeline that its delivery port connects can connect relative to input aperture rotate.
The guide structure of the flow direction be used for outside guiding aeration bubbles and current direction aeration case is arranged on the through hole 9 with the direction opposite side of the motion of aeration case 2 on aeration case 2.
The defeated wind small transfer line 7 of level has many, and around the vertical medullary ray being symmetricly set on treatment tank 1.
The pool side for the treatment of tank 1 is provided with the circular guideway 10 that the defeated wind small transfer line 7 of level rotates.
Circular Shaft 11 is provided with around the vertical medullary ray for the treatment of tank 1, the vertical medullary ray of Circular Shaft 11 is provided with vertical column 12, swivel joint 5 is arranged on the top of vertical column 11, and aeration case 2 is arranged in the treatment tank in the outside of Circular Shaft 11.
The shape of aeration case 2 is the more sharp-pointed streamlining in the front end that is suitable for rotating in sewage.
The sewage disposal pool area as well oxygen pond 13 at aeration case 2 place, is also provided with anaerobic pond 14 outside Aerobic Pond, is also provided with the scraper plate 4 that can be driven by aeration case 2 in anaerobic pond 14.
The aeration case 2 being built-in with micro porous aeration head 3 is set in treatment tank 1, the current that a large amount of bubbles that micro porous aeration head 3 exposes promote in aeration case 2 flow out outside aeration case 2 according to the guiding of guide structure on aeration case 2, thus the motion that aeration case 2 does certain track can be promoted, aeration case 2 drives again scraper plate 4 to scrape mud at the bottom for the treatment of tank pond, achieves the function utilizing the aeration effect of micro-pore aeration system to reduce pool bottom sludge deposition.
Embodiment two,
As shown in Figure 3, embodiment two is from the different of embodiment one: treatment tank 1 is rectangle, be arranged with line slideway 15 in parallel at two relative pool sides for the treatment of tank 1, aeration case 2 linearly can do translational motion by guide rail 15 under the aeration effect of micro-pore aeration system.
The guide structure of the flow direction be used for outside guiding aeration bubbles and current direction aeration case is also the through hole 9 be arranged on aeration case 2, and the both direction doing translational motion at aeration case 2 there is setting, the through hole 9 of both sides can replace folding, and aeration case 2 linearly can do linear reciprocating motion by guide rail 15 under the aeration effect of micro-pore aeration system.
Claims (10)
1. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition, comprise treatment tank and the micro-pore aeration system be used for as treatment tank supplemental oxygen, it is characterized in that: in treatment tank, be provided with the aeration case be connected with treatment tank, the micro porous aeration head of micro-pore aeration system is arranged in aeration case, aeration case is provided with the guide structure for guiding the flow direction outside aeration bubbles and current direction aeration case, aeration case can do the motion of certain track under the aeration effect of micro-pore aeration system in treatment tank, aeration case can drive again the scraper plate for scraping treatment tank pool bottom sludge.
2. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition according to claim 1, it is characterized in that: treatment tank is for circular, the vertical medullary ray for the treatment of tank is provided with swivel joint, gas blower wind conveying pipe road connects the input aperture of swivel joint, the delivery port of swivel joint connects the defeated wind small transfer line of level, and level defeated wind small transfer line can rotate around the vertical medullary ray for the treatment of tank; Level defeated wind small transfer line is connected with again the vertical defeated wind small transfer line stretching into treatment tank sewage, the lower end of vertical defeated wind small transfer line connects the micro porous aeration head be arranged in aeration case, aeration case is connected as a single entity with the defeated wind small transfer line of level, can rotate together by drive level defeated wind small transfer line under the aeration effect of micro-pore aeration system around the vertical medullary ray for the treatment of tank; Scraper plate is fixedly connected with in the below of aeration case.
3. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition according to claim 1, is characterized in that: the guide structure of the flow direction be used for outside guiding aeration bubbles and current direction aeration case is arranged on the through hole with the direction opposite side of the motion of aeration case on aeration case.
4. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition according to claim 2, is characterized in that: the defeated wind small transfer line of level has many, and around the vertical medullary ray being symmetricly set on treatment tank.
5. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition according to claim 2, is characterized in that: the pool side for the treatment of tank is provided with the circular guideway that the defeated wind small transfer line of level rotates.
6. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition according to claim 2, it is characterized in that: around the vertical medullary ray for the treatment of tank, be provided with Circular Shaft, the vertical medullary ray of Circular Shaft is provided with vertical column, swivel joint is arranged on the top of vertical column, and aeration case is arranged in the treatment tank in the outside of Circular Shaft.
7. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition according to claim 2, is characterized in that: the shape of aeration case is the more sharp-pointed streamlining in the front end that is suitable for rotating in sewage.
8. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition according to claim 6, it is characterized in that: the sewage disposal pool area as well oxygen pond at aeration case place, also be provided with anaerobic pond outside Aerobic Pond, in anaerobic pond, be also provided with the scraper plate that can be driven by aeration case.
9. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition according to claim 1, it is characterized in that: treatment tank is rectangle, be arranged with line slideway in parallel at two relative pool sides for the treatment of tank, aeration case linearly can do translational motion by guide rail under the aeration effect of micro-pore aeration system.
10. the Sewage treatment systems utilizing aeration effect to reduce pool bottom sludge deposition according to claim 9, it is characterized in that: the guide structure of the flow direction be used for outside guiding aeration bubbles and current direction aeration case is also be arranged on the through hole on aeration case, and the both direction doing translational motion at aeration case there is setting, the through hole of both sides can replace folding, and aeration case linearly can do linear reciprocating motion by guide rail under the aeration effect of micro-pore aeration system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520751381.7U CN205115132U (en) | 2015-09-26 | 2015-09-26 | Utilize aeration effect to reduce sewage treatment system of bottom of pool sludgd deposition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520751381.7U CN205115132U (en) | 2015-09-26 | 2015-09-26 | Utilize aeration effect to reduce sewage treatment system of bottom of pool sludgd deposition |
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| CN205115132U true CN205115132U (en) | 2016-03-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520751381.7U Active CN205115132U (en) | 2015-09-26 | 2015-09-26 | Utilize aeration effect to reduce sewage treatment system of bottom of pool sludgd deposition |
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| CN (1) | CN205115132U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105152332A (en) * | 2015-09-26 | 2015-12-16 | 胡海平 | Sewage treatment system using aeration action for reducing sludge deposit at tank bottom |
| CN106517498A (en) * | 2016-12-30 | 2017-03-22 | 中冶华天工程技术有限公司 | Dynamic bottom aeration system and aeration method thereof |
-
2015
- 2015-09-26 CN CN201520751381.7U patent/CN205115132U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105152332A (en) * | 2015-09-26 | 2015-12-16 | 胡海平 | Sewage treatment system using aeration action for reducing sludge deposit at tank bottom |
| CN106517498A (en) * | 2016-12-30 | 2017-03-22 | 中冶华天工程技术有限公司 | Dynamic bottom aeration system and aeration method thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191106 Address after: 050000 Room 301, office building, No. 39, Huafang street, Yuhua District, Shijiazhuang City, Hebei Province Patentee after: Shijiazhuang is along auspicious energy-conservation Science and Technology Ltd. Address before: Shijiazhuang City, Hebei Province, the new bridge 050000 West Road No. 170 building 6 unit 1202 room 1 of Diamando Apartments Patentee before: Hu Haiping |