CN208120926U - A kind of pulsed integrated sewage treating apparatus - Google Patents
A kind of pulsed integrated sewage treating apparatus Download PDFInfo
- Publication number
- CN208120926U CN208120926U CN201820035005.1U CN201820035005U CN208120926U CN 208120926 U CN208120926 U CN 208120926U CN 201820035005 U CN201820035005 U CN 201820035005U CN 208120926 U CN208120926 U CN 208120926U
- Authority
- CN
- China
- Prior art keywords
- level
- reaction chamber
- packaging reaction
- pond
- treating apparatus
- 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
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model discloses a kind of pulsed integrated sewage treating apparatus, including the first packaging reaction chamber, second packaging reaction chamber and third packaging reaction chamber, the first packaging reaction chamber, second packaging reaction chamber and third packaging reaction chamber are arranged side by side, the first packaging reaction chamber is provided with level-one anaerobic pond and level-one aerobic tank, the second packaging reaction chamber is provided with secondary anaerobic pond and second level aerobic tank, the third packaging reaction chamber is provided with secondary settling tank, coagulation-flocculation pond, final deposition pool and clear water reserviors, the clear water reserviors are provided with equipment room away from one end of the final deposition pool, pulse water distributing device is provided at the top of the level-one anaerobic pond, the bottom of the level-one anaerobic pond is provided with the first water distribution pipe, the pulse water distributing device connects first water distribution pipe.The technical program for solve the problems, such as existing sewage disposal device exist take up a large area, poor processing effect and muddy water mixed effect it is poor.
Description
Technical field
The utility model belongs to technical field for the treatment of of organic waste, and in particular to a kind of pulsed integrated sewage disposal is set
It is standby.
Background technique
In recent years, with the propulsion of agriculture industrialization, the mode of previous distributing cultivation livestock and poultry is gradually by intensive scale
Change replaced cultivation, but small-scale farm because its flexible operation, the ability to ward off risks is strong the features such as, on small and medium-sized cities periphery and
Rural area is flourished, and is the important channel of increasing peasant income.
It is less in terms of Environmental Inputs due to small-scale livestock and poultry farm limited fund, Wastewater Pollutant concentration height, yield
Greatly, traditional cropland application and Natural treatment mode have been unable to meet a large amount of waste water of livestock poultry of Outskirts of City due to being limited by soil
The requirement of processing, there is an urgent need to find a kind of economic, efficient industrial treatment mode to handle small-scale livestock breeding wastewater,
To realize qualified discharge.
Although existing miniaturization processing equipment effect in the sanitary sewage disposal of low concentration is fine, for highly concentrated
There are no the systems of comparative maturity for the breeding wastewater of degree.Traditional equipment mostly uses greatly the mode of gas mixing to realize the mixing of muddy water, no
Only muddy water mixed effect is difficult to ensure, but also daily operation maintenance is highly detrimental to there are aerating system blockage problem.
Utility model content
For the above technical problems, the utility model provides a kind of pulsed integrated sewage treating apparatus,
With solve the problems, such as existing sewage disposal device exist take up a large area, poor processing effect and muddy water mixed effect it is poor, the pulse
Formula integrated sewage treating apparatus is applied to carry out advanced treating in breeding wastewater, and installation, disassembly and conveniently moving can be effective
Realize muddy water mixing, treatment effect is excellent.
A kind of pulsed integrated sewage treating apparatus, including the first packaging reaction chamber, the second packaging reaction chamber and third
Packaging reaction chamber, the first packaging reaction chamber, the second packaging reaction chamber and third packaging reaction chamber are arranged side by side, and described first
Packaging reaction chamber is sequentially connected by head end to tail end is provided with level-one anaerobic pond and level-one aerobic tank, the second packaging reaction chamber
It is sequentially connected by tail end to head end and is provided with secondary anaerobic pond and second level aerobic tank, the third packaging reaction chamber is by head end to tail
End, which is sequentially connected, is provided with secondary settling tank, coagulation-flocculation pond, final deposition pool and clear water reserviors, and the clear water reserviors deviate from the one of the final deposition pool
End is provided with equipment room, and equipment of the equipment room for the pulsed integrated sewage treating apparatus controls, the level-one
Aerobic tank connects the secondary anaerobic pond, and the second level aerobic tank connects the secondary settling tank, sets at the top of the level-one anaerobic pond
It is equipped with pulse water distributing device, the bottom of the level-one anaerobic pond is provided with the first water distribution pipe, described in the pulse water distributing device connection
First water distribution pipe.
Further, the bottom of the level-one aerobic tank is provided with the second water distribution pipe and the first gas distributing pipeline.
Further, the bottom in the secondary anaerobic pond is provided with third water distribution pipe, is arranged in the secondary anaerobic pond
There is the first blender.
Further, the bottom of the second level aerobic tank is provided with the 4th water distribution pipe and the second gas distributing pipeline, and described two
The quantity of grade aerobic tank is 2.
Further, it is provided with the first hollow flow-guiding pipe in the middle part of the secondary settling tank, the first hollow flow-guiding pipe is set vertically
It sets, and the top opening of the first hollow flow-guiding pipe is exposed to the liquid level of the secondary settling tank, the first hollow flow-guiding pipe
The first flow-stopping plate is provided at bottom opening, the secondary settling tank bottom is inverted cone-shaped structure.
Further, it is provided with the second hollow flow-guiding pipe in the middle part of the final deposition pool, the second hollow flow-guiding pipe is set vertically
It sets, and the top opening of the second hollow flow-guiding pipe is exposed to the liquid level of the final deposition pool, the second hollow flow-guiding pipe
The second flow-stopping plate is provided at bottom opening, the final deposition pool bottom is inverted cone-shaped structure.
Further, the coagulation-flocculation pond includes coagulating basin and flocculation basin, and the second stirring is provided in the coagulating basin
Device.
Compared with the prior art, the utility model has the advantage of：This pulsed integrated sewage treating apparatus is for feeding
Grow the high concentration feature of waste water（High COD and high ammonia nitrogen）, terminal chemical dephosphorization system is added using the multi-stage alternate of anaerobic-aerobic
The group technology of system, it is ensured that the water quality of water outlet.Utilize knockdown first packaging reaction chamber, the second packaging reaction chamber and third collection
Reaction cartridge case realizes the path combination of entire technique, avoids the excessive bring transportation problem of integration apparatus volume, while also just
In the installation and removal of the pulsed integrated sewage treating apparatus.And traditional water inlet is replaced to be aerated using pulse water distributing device
Stirring, not only can solve pipe network blockage problem by pulse system, but also can also play efficient muddy water immixture.Pulse
Water distributor generates power using liquid level difference and does not need to be additionally provided power source, it is possible to save the fan energy consumption of a part, drop
The operating cost of low integration apparatus.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is a kind of overlooking structure diagram of pulsed integrated sewage treating apparatus；
Fig. 2 is a kind of flowage structure schematic diagram of pulsed integrated sewage treating apparatus.
Specific embodiment
The utility model discloses a kind of pulsed integrated sewage treating apparatus, which is set
Standby to be applied to carry out advanced treating in breeding wastewater, installation, disassembly and conveniently moving can effectively realize that muddy water mixes, processing
Excellent effect.
Below in conjunction with the attached drawing in the utility model, the technical solution in the utility model is carried out clearly and completely
Description, it is clear that described is only the utility model a part of the embodiment, instead of all the embodiments.It is practical based on this
Embodiment in novel, those of ordinary skill in the art are obtained every other without creative labor
Embodiment is fallen within the protection scope of the utility model.
Referring to figure 1 and figure 2, the utility model discloses a kind of pulsed integrated sewage treating apparatus, including
One packaging reaction chamber 1, the second packaging reaction chamber 2 and third packaging reaction chamber 3, the collection of the first packaging reaction chamber 1, second are anti-loaded
Case 2 and third packaging reaction chamber 3 is answered to be arranged side by side, the first packaging reaction chamber 1, which is sequentially connected by head end to tail end, to be provided with
Level-one anaerobic pond 7 and level-one aerobic tank 6, the second packaging reaction chamber 2 is sequentially connected by tail end to head end to be provided with second level and detests
Oxygen pond 10 and second level aerobic tank 12, the third packaging reaction chamber 3 is sequentially connected by head end to tail end to be provided with secondary settling tank 15, mixes
Solidifying flocculation basin 16, final deposition pool 19 and clear water reserviors 20, the clear water reserviors 20 are provided with equipment room away from one end of the final deposition pool 19
21, equipment of the equipment room 21 for the pulsed integrated sewage treating apparatus controls, and the level-one aerobic tank 6 connects
The secondary anaerobic pond 10, the second level aerobic tank 12 connect the secondary settling tank 15, and the top of the level-one anaerobic pond 7 is provided with
Pulse water distributing device 9, the bottom of the level-one anaerobic pond 7 are provided with the first water distribution pipe 8, and the pulse water distributing device 9 connects described
First water distribution pipe 8.
Compared with the prior art, the utility model has the advantage of：This pulsed integrated sewage treating apparatus is for feeding
Grow the high concentration feature of waste water（High COD and high ammonia nitrogen）, terminal chemical dephosphorization system is added using the multi-stage alternate of anaerobic-aerobic
The group technology of system, it is ensured that the water quality of water outlet.Utilize knockdown first packaging reaction chamber 1, the second packaging reaction chamber 2 and third
Packaging reaction chamber 3 realizes the path combination of entire technique, avoids the excessive bring transportation problem of integration apparatus volume, while
Convenient for the installation and removal of the pulsed integrated sewage treating apparatus.And replace traditional water inlet using pulse water distributing device 9
Aeration stirring not only can solve pipe network blockage problem by pulse system, but also can also play efficient muddy water immixture.
Pulse water distributing device generates power using liquid level difference and does not need to be additionally provided power source, it is possible to save the blower energy of a part
Consumption, reduces the operating cost of integration apparatus.
The bottom of the level-one aerobic tank 6 is provided with the second water distribution pipe 4 and the first gas distributing pipeline 5.
The sewage in level-one anaerobic pond 7 is imported in the level-one aerobic tank 6 by second water distribution pipe 4, it is described
First gas distributing pipeline 5 realizes Aerobic Process for Treatment for the aeration in the level-one aerobic tank 6.
The bottom in the secondary anaerobic pond 10 is provided with third water distribution pipe 11, and is provided in the secondary anaerobic pond 10
One blender 22.
The sewage in level-one aerobic tank 6 is imported in the secondary anaerobic pond 10 by the third water distribution pipe 11.
The bottom of the second level aerobic tank 12 is provided with the 4th water distribution pipe 13 and the second gas distributing pipeline 14, and the second level is good
The quantity in oxygen pond 12 is 2, and 2 second level aerobic tanks 12 are sequentially connected.
The first hollow flow-guiding pipe 23 is provided in the middle part of the secondary settling tank 15, the first hollow flow-guiding pipe 23 is vertically arranged,
And the top opening of the first hollow flow-guiding pipe 23 is exposed to the liquid level of the secondary settling tank 15, the first hollow flow-guiding pipe 23
Bottom opening at be provided with the first flow-stopping plate 24,15 bottom of secondary settling tank is inverted cone-shaped structure.It is hollow by described first
Diversion pipe 23 can avoid sewage without settling the water outlet directly from top by the sewage for flowing into secondary settling tank 15 toward lower section water conservancy diversion
Outflow, while it being provided with the first flow-stopping plate 24, it avoids downward sewage from generating impact to base sludge, influences effect of settling.
The second hollow flow-guiding pipe 25 is provided in the middle part of the final deposition pool 19, the second hollow flow-guiding pipe 25 is vertically arranged,
And the top opening of the second hollow flow-guiding pipe 25 is exposed to the liquid level of the final deposition pool 19, the second hollow flow-guiding pipe 25
Bottom opening at be provided with the second flow-stopping plate 26,19 bottom of final deposition pool is inverted cone-shaped structure.The work of the final deposition pool 19
With similar with the secondary settling tank 15.
The coagulation-flocculation pond 16 includes coagulating basin 18 and flocculation basin 17, is provided with the second blender in the coagulating basin 18
24。
It, cannot the above content is specific preferred embodiment further detailed description of the utility model is combined
Assert that the specific implementation of the utility model is only limited to these instructions.For the ordinary skill of the utility model technical field
For personnel, without departing from the concept of the premise utility, a number of simple deductions or replacements can also be made, should all regard
To belong to the protection scope of the utility model.
Claims (7)
1. a kind of pulsed integrated sewage treating apparatus, which is characterized in that including the first packaging reaction chamber, the second collection reaction cartridge
Case and third packaging reaction chamber, the first packaging reaction chamber, the second packaging reaction chamber and third packaging reaction chamber are arranged side by side,
The first packaging reaction chamber is sequentially connected by head end to tail end is provided with level-one anaerobic pond and level-one aerobic tank, second collection
Reaction cartridge case is sequentially connected by tail end to head end is provided with secondary anaerobic pond and second level aerobic tank, the third packaging reaction chamber by
Head end to tail end, which is sequentially connected, is provided with secondary settling tank, coagulation-flocculation pond, final deposition pool and clear water reserviors, and the clear water reserviors deviate from the end
The one end in heavy pond is provided with equipment room, and equipment of the equipment room for the pulsed integrated sewage treating apparatus controls,
The level-one aerobic tank connects the secondary anaerobic pond, and the second level aerobic tank connects the secondary settling tank, the level-one anaerobic pond
Top be provided with pulse water distributing device, the bottom of the level-one anaerobic pond is provided with the first water distribution pipe, the pulse water distributing device
Connect first water distribution pipe.
2. a kind of pulsed integrated sewage treating apparatus according to claim 1, which is characterized in that the level-one is aerobic
The bottom in pond is provided with the second water distribution pipe and the first gas distributing pipeline.
3. a kind of pulsed integrated sewage treating apparatus according to claim 1, which is characterized in that the secondary anaerobic
The bottom in pond is provided with third water distribution pipe, is provided with the first blender in the secondary anaerobic pond.
4. a kind of pulsed integrated sewage treating apparatus according to claim 1, which is characterized in that the second level is aerobic
The bottom in pond is provided with the 4th water distribution pipe and the second gas distributing pipeline, and the quantity of the second level aerobic tank is 2.
5. a kind of pulsed integrated sewage treating apparatus according to claim 1, which is characterized in that in the secondary settling tank
Portion is provided with the first hollow flow-guiding pipe, and the first hollow flow-guiding pipe is vertically arranged, and the top of the first hollow flow-guiding pipe
Opening is exposed to the liquid level of the secondary settling tank, is provided with the first flow-stopping plate, institute at the bottom opening of the first hollow flow-guiding pipe
Stating secondary settling tank bottom is inverted cone-shaped structure.
6. a kind of pulsed integrated sewage treating apparatus according to claim 1, which is characterized in that in the final deposition pool
Portion is provided with the second hollow flow-guiding pipe, and the second hollow flow-guiding pipe is vertically arranged, and the top of the second hollow flow-guiding pipe
Opening is exposed to the liquid level of the final deposition pool, is provided with the second flow-stopping plate, institute at the bottom opening of the second hollow flow-guiding pipe
Stating final deposition pool bottom is inverted cone-shaped structure.
7. a kind of pulsed integrated sewage treating apparatus according to claim 1, which is characterized in that the coagulation-flocculation
Pond includes coagulating basin and flocculation basin, and the second blender is provided in the coagulating basin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820035005.1U CN208120926U (en) | 2018-01-10 | 2018-01-10 | A kind of pulsed integrated sewage treating apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820035005.1U CN208120926U (en) | 2018-01-10 | 2018-01-10 | A kind of pulsed integrated sewage treating apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208120926U true CN208120926U (en) | 2018-11-20 |
Family
ID=64208723
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820035005.1U Active CN208120926U (en) | 2018-01-10 | 2018-01-10 | A kind of pulsed integrated sewage treating apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208120926U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108178444A (en) * | 2018-01-10 | 2018-06-19 | 广东益康生环保科技有限公司 | A kind of pulsed integrated sewage treating apparatus |
-
2018
- 2018-01-10 CN CN201820035005.1U patent/CN208120926U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108178444A (en) * | 2018-01-10 | 2018-06-19 | 广东益康生环保科技有限公司 | A kind of pulsed integrated sewage treating apparatus |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102050553B (en) | Method and device for concentration of biogas and standard emission of clear liquid | |
| CN208120821U (en) | A kind of anaerobism, anoxic, aerobic integratedization reactor | |
| CN207760200U (en) | Kitchen waste sewage processing system | |
| CN102161554B (en) | Anaerobic hydrolysis-acidification and anoxic-aerobic process-sequencing batch reactor (AO-SBR) integrated sewage treatment reaction tank | |
| CN207608464U (en) | The device of inversion A AO+MBR integrated sewage disposals | |
| CN202658051U (en) | Aquaculture wastewater biochemical treatment system | |
| CN213266172U (en) | Rural domestic sewage integration treatment facility | |
| CN208120926U (en) | A kind of pulsed integrated sewage treating apparatus | |
| CN209481413U (en) | A kind of distributing integrated sewage water purification pot | |
| CN201999835U (en) | Anaerobic hydrolytic acidification and AO-SBR (anoxic/oxic-sequencing batch reactor activated sludge process) integrated sewage treatment reaction tank | |
| CN201395543Y (en) | Aeration and sedimentation type sewage treatment system | |
| CN217127203U (en) | Three-dimensional sewage resource conversion transverse water flow water culture device | |
| CN206219375U (en) | A kind of processing system for livestock breeding wastewater | |
| CN109534611A (en) | Integrated sewage disposal equipment for reclaiming with pretreatment pool | |
| WO2009129963A2 (en) | Process and plant to purify polluted waters | |
| CN214244105U (en) | A multistage AO sewage treatment system for high concentration aquaculture wastewater | |
| CN205258129U (en) | Low discharge sewage degree of depth nitrogen and phosphorus removal device | |
| CN211712873U (en) | Artificial wetland purification system for treating rural domestic sewage | |
| CN209759234U (en) | Integrated sewage treatment device | |
| CN108178444A (en) | A kind of pulsed integrated sewage treating apparatus | |
| CN208038245U (en) | A kind of centralized processing system of waste water of livestock poultry | |
| CN208594093U (en) | Villages and small towns decentralized type sewage treatment reactor | |
| CN207645904U (en) | Sludge zero discharge MBR sewage-treatment plants | |
| CN209383621U (en) | A kind of sewage disposal system for town domestic sewage purified treatment | |
| CN209507907U (en) | Integrated sewage disposal equipment for reclaiming with pretreatment pool |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |