CN204224388U - Integrated sewage treating apparatus - Google Patents
Integrated sewage treating apparatus Download PDFInfo
- Publication number
- CN204224388U CN204224388U CN201420618317.7U CN201420618317U CN204224388U CN 204224388 U CN204224388 U CN 204224388U CN 201420618317 U CN201420618317 U CN 201420618317U CN 204224388 U CN204224388 U CN 204224388U
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- pond
- tank
- sterilization pool
- equalizing tank
- equalizing
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a kind of integrated sewage treating apparatus, comprise equalizing tank, anaerobic pond, Aerobic Pond, settling tank, grating tank and sterilization pool, vertical baffle is provided with in equalizing tank, vertical baffle is provided with water stream channel, upper left side in first lattice equalizing tank is provided with grating tank, last lattice equalizing tank is communicated with anaerobic pond, anaerobic pond is communicated with Aerobic Pond, Aerobic Pond is communicated with the bottom of settling tank, the top water outlet of settling tank is communicated with sterilization pool, the horizontal floating stuffing that middle part in Aerobic Pond is provided with, the top in settling tank is also provided with floating stuffing.Grating tank, equalizing tank, sterilization pool, biochemical treatment part and sediment fraction combine by the utility model, greatly reduce construction period and land use area.Biochemistry pool only comprises anaerobic pond and is provided with the Aerobic Pond of floating stuffing, and without anoxic pond and sewage internal reflux system, technical process is simple.Use Suspended Media Filter Bed to replace second pond, run simple to operate, effluent quality is good.
Description
Technical field
The utility model relates to a kind of sewage disposal device, particularly a kind of integrated sewage treating apparatus.
Background technology
Existing integrated sewage treating apparatus only will be carried out a biological disposal upon mostly (anaerobism, aerobic, sewage internal reflux system) and precipitation process is together partly integrated, the pretreatment technology such as grid, equalizing tank and follow-up technique of disinfecting seldom are related to, in causing villages and small towns and less other kinds of waste treatment plant of sewage quantity to build, not only comprise integration apparatus in-site installation engineering, also structures (grid, equalizing tank and sterilization pool etc.) civil engineering is related to, thus actual floor space is relatively large, and the construction period is relatively long.
Secondly, in existing integrated sewage treating apparatus, except comprising anaerobism, anoxic, Aerobic Pond, also have sewage internal reflux system, technical process is complicated.
In addition, in existing integral treatment facility, the bantam such as agitator, lifting and backflow is more, install and operation management comparatively complicated.
Finally, in existing integrated sewage treating apparatus, settling tank often adopts perpendicular stream or swash plate (pipe) coprecipitation mode, effectively (removing utilization) volume is little for vertical sedimentation basin, on swash plate (pipe) settling tank filler, biochemical sludge easily bonds, not easily be deposited at the bottom of pond, cause effluent quality to exceed standard, operation management difficulty.In a word, existing integrated sewage treating apparatus mostly really do not realize the floor space that integration apparatus should have little, build fast, easy and simple to handle and that treatment effect is good target.
Utility model content
For existing problem, the purpose of this utility model is to provide a kind of by pre-treatment, subsequent disposal, biological treatment and precipitation process unit all integrated integrated sewage treating apparatus within one device.
To achieve these goals, the technical solution of the utility model is: a kind of integrated sewage treating apparatus, it is characterized in that: comprise equalizing tank, anaerobic pond, Aerobic Pond, settling tank, grating tank and sterilization pool, at least one vertical baffle is provided with in described equalizing tank, vertical vertical baffle is provided with the water stream channel being communicated with adjacent two lattice equalizing tanks, upper left side in first lattice equalizing tank is provided with grating tank, the water outlet on last lattice equalizing tank top is communicated with anaerobic pond, the water outlet of described anaerobic pond is communicated with Aerobic Pond, described Aerobic Pond is communicated with the bottom of settling tank, the top water outlet of described settling tank is communicated with sterilization pool, middle part in described Aerobic Pond is provided with the horizontal floating stuffing being attached with nitrifier and denitrifying bacteria, top in described settling tank is also provided with floating stuffing.
Adopt such scheme, grating tank, equalizing tank and sterilization pool is all in the device integrated, and grating tank is positioned at equalizing tank, and floor space is little, simple and practical, greatly reduces building time and land use area.Biochemistry pool only comprises anaerobic pond and is provided with horizontal floating stuffing Aerobic Pond, and floating stuffing specific surface area is large, it is attached with the denitrifiers such as a large amount of nitrifiers, denitrifying bacteria, substantially increases the effect of denitrogenation.Do not need as conventional integration apparatus, by Aerobic Pond part effluent recycling to anoxic pond, only in Aerobic Pond, just can complete denitrification process, thus technical process is simple.Use Suspended Media Filter Bed to replace conventional second pond, run simple to operate, effluent quality is good, and mud easily precipitates.Equalizing tank, by dividing plate lattice, is conducive to the abundant mixing of sewage.
In such scheme: be provided with a vertical baffle in described equalizing tank, longitudinal arrangement before and after described equalizing tank and anaerobic pond, described Aerobic Pond, settling tank and sterilization pool are positioned at the right side of equalizing tank and anaerobic pond, described Aerobic Pond is the L shape pond be made up of later half pond and first half pond, described later half pond is connected with the right side wall of anaerobic pond, be provided with settling tank and sterilization pool between described first half pond and equalizing tank, wherein said sterilization pool is connected with the right side wall of equalizing tank.Such connection and reasonable arrangement, methodically, occupation area of equipment is little.
In such scheme: described equalizing tank and anaerobic pond adopt an agitator, the stir shaft of described agitator is successively through the dividing plate in anaerobic pond and equalizing tank, and the part that described stir shaft is positioned at two lattice equalizing tanks and anaerobic pond is equipped with agitating vane.Equalizing tank and anaerobic pond adopt a coaxial agitator, not only reduce installation, maintenance cost, reduce the usage quantity of equipment, and transverse axis alr mode is conducive to the deposition that prevents mud in bottom of device.
In such scheme: be provided with some traverse baffles in described sterilization pool, adjacent baffle arranged in dislocation is on the left side wall and right side wall of sterilization pool, and the width of described traverse baffle is less than the width of sterilization pool.Traverse baffle is set, is conducive to disinfecting water.
In such scheme: be provided with equipment room below described sterilization pool.The bottom of equipment room and settling tank is close, for placing dosing pump, blower fan and sludge pump etc.
In such scheme: the diapire of described Aerobic Pond is equipped with aeration tube.
In such scheme: the horizontal floating stuffing in described Aerobic Pond is fixed on Aerobic Pond by the Stainless Steel Cloth being positioned at horizontal floating stuffing upper and lower sides.
In such scheme: described settling tank is made up of the rectangular parallelepiped part on top and the tapered section of bottom, in the superposed rectangular body of described floating stuffing, the floating stuffing in described settling tank is also fixed on settling tank by the Stainless Steel Cloth being positioned at floating stuffing upper and lower sides.
Beneficial effect: compared with prior art, utility model has following beneficial effect:
(1) grating tank, equalizing tank, sterilization pool, biochemical treatment part and sediment fraction are combined, greatly reduce construction period and land use area.
(2) whipping device in two equalizing tanks and anaerobic pond three pond is designed to a coaxial agitator, not only reduces installation, maintenance cost, and transverse axis alr mode is conducive to the deposition that prevents mud in bottom of device.
(3) biochemistry pool only comprises anaerobic pond and is provided with the Aerobic Pond of floating stuffing, and without anoxic pond and sewage internal reflux system, technical process is simple.
(4) use Suspended Media Filter Bed to replace second pond, run simple to operate, effluent quality is good.
(5) by equalizing tank lattice, the abundant mixing of current is conducive to.
Accompanying drawing illustrates:
Fig. 1 is structural representation of the present utility model (overlooking);
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the B-B sectional view of Fig. 1.
Embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is further described:
Embodiment 1
As Figure 1-3: integrated sewage treating apparatus of the present utility model mainly contains the part compositions such as equalizing tank 1, anaerobic pond 2, Aerobic Pond 3, settling tank 4, grating tank 5, sterilization pool 6, horizontal floating stuffing 7, stir shaft 8, agitating vane 9, traverse baffle 10, equipment room 11, aeration tube 12, Stainless Steel Cloth 13 and floating stuffing 14.
Be provided with at least one vertical baffle 1a in equalizing tank 1, select here to arrange a vertical baffle 1a, equalizing tank 1 is divided into two lattice by vertical baffle 1a.The lower right side of dividing plate 1a is provided with the water stream channel of connection two lattice equalizing tank 1, is conducive to the abundant mixing of sewage.Upper left side in first lattice equalizing tank 1 is provided with grating tank 5, and grating tank 5 communicates with the first lattice equalizing tank 1.
The water outlet of the upper left quarter of last lattice equalizing tank 1 communicates with anaerobic pond 2, the width of anaerobic pond 2 and equalizing tank 1 communicates, their longitudinal arrangements, is positioned at the left side of whole equipment, namely anaerobic pond 2 is positioned at after equalizing tank 1, and anaerobic pond 2 and equalizing tank 1 are all positioned at the left side of equipment.
Equalizing tank 1 and anaerobic pond 2 adopt an agitator, the stir shaft 8 of agitator is successively through the dividing plate 1a in anaerobic pond 2 and equalizing tank 1, specifically, the front-rear side walls and dividing plate 1a of anaerobic pond 2 are provided with medullary ray axis hole on the same line, in axis hole, bearing is housed, stir shaft 8 is successively through the bearing in the front-rear side walls of anaerobic pond 2 and the axis hole of dividing plate 1a.Stir shaft 8 is positioned at two and is equipped with agitating vane 9 every the part of equalizing tank 1 and anaerobic pond 2.
Aerobic Pond 3, settling tank 4, sterilization pool 6 and equipment room 11 are positioned at the right side of equalizing tank 1 and anaerobic pond 2.
Aerobic Pond 3 is the L shape pond be made up of later half pond and first half pond, the top of the right part of the front side wall in later half pond is provided with the water stream channel be connected with first half pond, later half pond is connected with the right side wall of anaerobic pond 2, the bottom of the rear side of the right side wall of anaerobic pond 2 is provided with the water outlet (not drawing in drawing) communicated with Aerobic Pond, settling tank 4 and sterilization pool 6 is provided with between first half pond and equalizing tank 1, wherein sterilization pool 6 is connected with the right side wall of equalizing tank 1, the below of sterilization pool 6 is equipment room 11, and equipment room 11 is for placing the equipment such as force (forcing) pump 15, blower fan 16 and sludge pump 17.
Base plate in Aerobic Pond 3 is equipped with aeration tube 12, aeration tube 12 is connected with blower fan 16, to Aerobic Pond air feed.Middle part in Aerobic Pond 3 is provided with horizontal floating stuffing 7, and the height of horizontal floating stuffing 7 is 3000mm, and it is large that horizontal floating stuffing 7 has specific surface area, and the feature that nitrifier adhesive ability is strong, it is attached with the denitrifier such as nitrifier and denitrifying bacteria.Horizontal floating stuffing 7 is fixed in Aerobic Pond 3 by the Stainless Steel Cloth 13 being located thereon downside.
The water outlet (not shown in FIG.) communicated with the bottom of settling tank 4 is provided with below the front portion of the left side wall in the first half pond of Aerobic Pond 3.
Settling tank 4 is made up of the rectangular parallelepiped part on top and the tapered section of bottom, and in the superposed rectangular body of floating stuffing 14, the floating stuffing 14 in settling tank 4 is also fixed on settling tank 4 by the Stainless Steel Cloth 13 being positioned at floating stuffing 14 upper and lower sides.The bottom of settling tank 4 is connected with sludge pump 17.Mud is taken away by sludge pump 17, and mud enters anaerobic pond or sludge drying pond.
The top water outlet of settling tank 4 is connected with sterilization pool 6, some traverse baffles 10 are provided with in sterilization pool 6, here select two traverse baffles 10, the width of traverse baffle 10 is less than the width of sterilization pool 6, and adjacent baffle 10 arranged in dislocation is on the left side wall and right side wall of sterilization pool 6.
More than describe preferred embodiment of the present utility model in detail.Should be appreciated that those of ordinary skill in the art just can make many modifications and variations according to design of the present utility model without the need to creative work.Therefore, all technician in the art according to design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should by the determined protection domain of claims.
Claims (8)
1. an integrated sewage treating apparatus, it is characterized in that: comprise equalizing tank (1), anaerobic pond (2), Aerobic Pond (3), settling tank (4), grating tank (5) and sterilization pool (6), at least one vertical baffle (1a) is provided with in described equalizing tank (1), vertical baffle (1a) is provided with the water stream channel being communicated with adjacent two lattice equalizing tanks (1), upper left side in first lattice equalizing tank (1) is provided with grating tank (5), the water outlet on last lattice equalizing tank (1) top is communicated with anaerobic pond (2), the water outlet of described anaerobic pond (2) is communicated with Aerobic Pond (3), described Aerobic Pond (3) is communicated with the bottom of settling tank (4), the top water outlet of described settling tank (4) is communicated with sterilization pool (6), middle part in described Aerobic Pond (3) is provided with the horizontal floating stuffing (7) being attached with nitrifier and denitrifying bacteria, top in described settling tank (4) is also provided with floating stuffing (14).
2. integrated sewage treating apparatus according to claim 1, it is characterized in that: in described equalizing tank (1), be provided with a vertical baffle (1a), described equalizing tank (1) and anaerobic pond (2) front and back longitudinal arrangement, described Aerobic Pond (3), settling tank (4) and sterilization pool (6) are positioned at the right side of equalizing tank (1) and anaerobic pond (2), described Aerobic Pond (3) is the L shape pond be made up of later half pond and first half pond, described later half pond is connected with the right side wall of anaerobic pond (2), settling tank (4) and sterilization pool (6) is provided with between described first half pond and equalizing tank (1), wherein said sterilization pool (6) is connected with the right side wall of equalizing tank (1).
3. integrated sewage treating apparatus according to claim 2, it is characterized in that: described equalizing tank (1) and anaerobic pond (2) adopt an agitator, the stir shaft (8) of described agitator is successively through the dividing plate (1a) in anaerobic pond (2) and equalizing tank (1), and the part that described stir shaft (8) is positioned at two lattice equalizing tanks (1) and anaerobic pond (2) is equipped with agitating vane (9).
4. integrated sewage treating apparatus according to any one of claim 1-3, it is characterized in that: in described sterilization pool (6), be provided with some traverse baffles (10), adjacent baffle (10) arranged in dislocation is on the left side wall and right side wall of sterilization pool (6), and the width of described traverse baffle (10) is less than the width of sterilization pool (6).
5. integrated sewage treating apparatus according to claim 4, is characterized in that: be provided with equipment room (11) below described sterilization pool (6).
6. integrated sewage treating apparatus according to claim 1-3, is characterized in that: the diapire of described Aerobic Pond (3) is equipped with aeration tube (12).
7. integrated sewage treating apparatus according to claim 6, it is characterized in that: described integrated sewage treating apparatus, is characterized in that: the horizontal floating stuffing (7) in described Aerobic Pond (3) is fixed on Aerobic Pond (3) by the Stainless Steel Cloth (13) being positioned at horizontal floating stuffing (7) upper and lower sides.
8. integrated sewage treating apparatus according to claim 1, it is characterized in that: described settling tank (4) is made up of the rectangular parallelepiped part on top and the tapered section of bottom, in the superposed rectangular body of described floating stuffing (14), the floating stuffing (14) in described settling tank (4) is also fixed on settling tank (4) by the Stainless Steel Cloth (13) being positioned at floating stuffing (14) upper and lower sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420618317.7U CN204224388U (en) | 2014-10-23 | 2014-10-23 | Integrated sewage treating apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420618317.7U CN204224388U (en) | 2014-10-23 | 2014-10-23 | Integrated sewage treating apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204224388U true CN204224388U (en) | 2015-03-25 |
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ID=52922506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420618317.7U Expired - Fee Related CN204224388U (en) | 2014-10-23 | 2014-10-23 | Integrated sewage treating apparatus |
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| Country | Link |
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| CN (1) | CN204224388U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104829056A (en) * | 2015-04-30 | 2015-08-12 | 北京国栋尚德水务投资有限公司 | Integrated sewage treatment apparatus, and sewage treatment process flow using apparatus |
| CN105314801A (en) * | 2015-12-03 | 2016-02-10 | 重庆甘泰环保设备有限公司 | Novel pretreatment system applicable to manual rapid-infiltration domestic wastewater treatment system |
| CN106007177A (en) * | 2016-06-20 | 2016-10-12 | 江苏金润环保工程有限公司 | Flow bending type anaerobic tank |
| CN106045008A (en) * | 2016-06-20 | 2016-10-26 | 江苏金润环保工程有限公司 | Ultrasonic offline cleaning device for MBR (membrane bioreactor) membrane assembly |
-
2014
- 2014-10-23 CN CN201420618317.7U patent/CN204224388U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104829056A (en) * | 2015-04-30 | 2015-08-12 | 北京国栋尚德水务投资有限公司 | Integrated sewage treatment apparatus, and sewage treatment process flow using apparatus |
| CN105314801A (en) * | 2015-12-03 | 2016-02-10 | 重庆甘泰环保设备有限公司 | Novel pretreatment system applicable to manual rapid-infiltration domestic wastewater treatment system |
| CN106007177A (en) * | 2016-06-20 | 2016-10-12 | 江苏金润环保工程有限公司 | Flow bending type anaerobic tank |
| CN106045008A (en) * | 2016-06-20 | 2016-10-26 | 江苏金润环保工程有限公司 | Ultrasonic offline cleaning device for MBR (membrane bioreactor) membrane assembly |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150325 Termination date: 20151023 |
|
| EXPY | Termination of patent right or utility model |