CN206632107U - AO method circular treatment rubbish volume reduction treatments station - Google Patents
AO method circular treatment rubbish volume reduction treatments station Download PDFInfo
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- CN206632107U CN206632107U CN201720218130.1U CN201720218130U CN206632107U CN 206632107 U CN206632107 U CN 206632107U CN 201720218130 U CN201720218130 U CN 201720218130U CN 206632107 U CN206632107 U CN 206632107U
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- rubbish
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- pond
- rubbish fermentation
- fermentation station
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
It the utility model is related to a kind of AO methods circular treatment rubbish volume reduction treatment station, the treating stations include rubbish fermentation station and processing pond, annular water distributor is housed at the top of the rubbish fermentation station, rubbish fermentation station bottom is equipped with the first boring aeration pipe, rubbish fermentation station bottom side is provided with water leg, and one jiao is provided with discharge at the top of rubbish fermentation station；The processing pond includes anaerobic pond, Aerobic Pond and collecting-tank, and the first combined stuffing is provided with the anaerobic pond, is provided with the second combined stuffing and the second boring aeration pipe in Aerobic Pond, equipped with water circulating pump in collecting-tank；The water circulating pump is connected with the annular water distributor at rubbish fermentation station, and the first boring aeration pipe in the second boring aeration pipe, rubbish fermentation station in Aerobic Pond is connected with air blower；It is connected between the water leg and anaerobic pond at the rubbish fermentation station by percolate return duct.The landfill volume of house refuse can be greatly decreased in the utility model, accelerate the degradation speed of house refuse.
Description
Technical field
A kind of domestic garbage treating system is the utility model is related to, more particularly, to a kind of AO methods circular treatment rubbish volume reduction
Treating stations.
Background technology
With the quickening of the fast-developing urbanization process of Chinese society economy and the rapid raising of living standards of the people,
City production is also consequently increased rapidly with caused junk in life process, house refuse land occupation, pollutes environment
Situation and influence to health of people are also all the more obvious.The substantial increase of domestic waste, make garbage disposal more and more tired
Difficulty, gradually have aroused widespread concern in all circles of society the problems such as resultant environmental pollution.China will realize domestic waste
Industrialization, recycling, minimizing and innoxious, it is low just to face mixed collection, the content of recyclable materials and calorific value, rubbish
Rubbish moisture content and the high house refuse of biodegradable organic content.
House refuse generally can be divided into four major classes：Recyclable rubbish, kitchen garbage, Harmful Waste and other rubbish.It is conventional
Waste disposal method mainly have sanitary landfills, burning and compost.Research shows that disposal site and landfill yard are dirty to underground water
Dye is serious, therefore from the 1970s, foreign countries take the lead in handling domestic waste using enclosed type land-fill method.China
Also begun to from the 1990s in this way, up to now, the processing mode of China's domestic waste is adopted substantially
With enclosed type landfill yard.But the above method still has following defect：(1) garbage loading embeading need to take a large amount of soils；(2) because
The closure feature of refuse landfill, cause rubbish nature anaerobic fermentation degradation speed slow.
Utility model content
In order to overcome the shortcomings of the prior art, the utility model is provided at a kind of AO methods circular treatment rubbish volume reduction
Reason station, the landfill volume of house refuse can be greatly decreased, accelerate the degradation speed of house refuse.
A kind of AO methods circular treatment rubbish volume reduction treatment station, the treating stations include rubbish fermentation station and processing pond, described
Annular water distributor is housed at the top of rubbish fermentation station, rubbish fermentation station bottom is equipped with the first boring aeration pipe, rubbish fermentation station bottom
Side is provided with water leg, and one jiao is provided with discharge at the top of rubbish fermentation station；The processing pond include anaerobic pond, Aerobic Pond and
Collecting-tank, the first combined stuffing is provided with the anaerobic pond, the second combined stuffing is provided with Aerobic Pond and the second perforation exposes
Tracheae, equipped with water circulating pump in collecting-tank；The water circulating pump is connected with the annular water distributor at rubbish fermentation station, Aerobic Pond
In the second boring aeration pipe, the first boring aeration pipe in rubbish fermentation station is connected with air blower；The rubbish fermentation station
Water leg and anaerobic pond between be connected by percolate return duct.
Preferably, being provided with garbage inlet at the top of the rubbish fermentation station, rubbish fermentation station side is provided with garbage disposal
Residue discharging opening.
Preferably, the rubbish fermentation station is set on the ground, processing pond is arranged on subsurface.
Preferably, the anaerobic pond, Aerobic Pond and collecting-tank be sequentially connected it is logical.
The utility model has advantageous effect in that：
1st, anaerobic bacteria in rubbish heap and aerobic bacteria is made to have given play to good drop by the sprinkling and aeration of percolate
Solution acts on, and can be greatly enhanced the speed of their degraded organic matters；
2nd, by setting anaerobic pond and Aerobic Pond to handle percolate, can further make to flow into having for processing pond in rubbish
Machine thing is digested and degraded；
3rd, by setting the organic matter in circulatory system rubbish to be degraded repeatedly, subtract rubbish maximizing
Amount.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings, but claimed by the utility model
Scope be not limited to this.
Reference picture 1, a kind of AO methods circular treatment rubbish volume reduction treatment station, the treating stations include rubbish fermentation station 1 and place
Pond 2 is managed, the rubbish fermentation station 1 is set on the ground, and annular water distributor 3 is housed at the top of rubbish fermentation station, can uniform sprinkling；Rubbish
Rubbish fermentation station bottom is equipped with the first boring aeration pipe 4, can be to rubbish heap auxiliary air；Rubbish fermentation station bottom side is provided with collection
Tank 5, one jiao of rubbish fermentation station top are provided with discharge 6；Garbage inlet 10, rubbish fermentation are provided with the top of rubbish fermentation station
Side of standing is provided with garbage disposal residue discharging opening 11.
The processing pond 2 is arranged on subsurface, and the processing pond includes anaerobic pond 7, Aerobic Pond 8 and collecting-tank 9, described to detest
Oxygen pond 7, Aerobic Pond 8 and collecting-tank 9 are sequentially connected logical；The first combined stuffing 12 is provided with the anaerobic pond 7, can be that anaerobism is micro-
Biology provides attachment carrier；The second combined stuffing 13 and the second boring aeration pipe 14, the second combined stuffing are provided with Aerobic Pond 8
13 can be provided for aerobic microbiological attachment carrier, the second boring aeration pipe 14 can into water auxiliary air；In collecting-tank 9 equipped with
Water circulating pump 15；The water circulating pump 15 is connected with the annular water distributor 3 at rubbish fermentation station, and the second perforation in Aerobic Pond exposes
The first boring aeration pipe 4 in tracheae 14, rubbish fermentation station is connected with air blower 16；The water leg 5 at the rubbish fermentation station
It is connected between anaerobic pond 7 by percolate return duct 17.
When the utility model is run first, need toward the water filling of collecting-tank 9 (can be rainwater or running water).When rubbish fermentation station
After 1 charging, water circulating pump 15 starts, and water extraction is risen into rubbish fermentation station 1, is uniformly sprayed by annular water distributor 3 and under；Together
When, air blower 16 starts, and air is sent into aeration tube.After a period of time, percolate is gradually collected to water leg 5, then
Anaerobic pond 7 is back to by percolate return duct 17, Aerobic Pond 8 is then flowed into, finally flows into collecting-tank 9 again, so complete one
Individual circulation.Hereafter the utility model need not observe rubbish in rubbish fermentation station daily after running a circulation again to collecting-tank water filling
Rubbish volume, when garbage bulk there is no facility operation is stopped during obvious decrement, fed again after taking out rubbish residue.With such
Push away.
The utility model circulating collection, sprinkling and aeration, change detesting in rubbish heap by consumer waste infiltration liquid
Oxygen condition, add the fermentative degradation speed for accelerating rubbish heap aerobic bacteria；Play the anaerobic bacteria in rubbish heap and aerobic bacteria
Go out good degradation, the speed of their degraded organic matters can be greatly enhanced；By setting anaerobic pond and Aerobic Pond to handle
Percolate, the organic matter that can further make to flow into processing pond in rubbish are digested and degraded；By setting the circulatory system
So that the organic matter in rubbish is degraded repeatedly, make waste reduction maximizing.
Claims (4)
- A kind of 1. AO methods circular treatment rubbish volume reduction treatment station, it is characterised in that：The treating stations include rubbish fermentation station and place Pond is managed, annular water distributor is housed at the top of the rubbish fermentation station, rubbish fermentation station bottom is equipped with the first boring aeration pipe, rubbish hair Ferment station bottom side is provided with water leg, and one jiao is provided with discharge at the top of rubbish fermentation station；The processing pond include anaerobic pond, Aerobic Pond and collecting-tank, the first combined stuffing is provided with the anaerobic pond, the second combined stuffing and are provided with Aerobic Pond Two boring aeration pipes, equipped with water circulating pump in collecting-tank；The water circulating pump is connected with the annular water distributor at rubbish fermentation station Logical, the first boring aeration pipe in the second boring aeration pipe, rubbish fermentation station in Aerobic Pond is connected with air blower；The rubbish It is connected between the water leg of rubbish fermentation station and anaerobic pond by percolate return duct.
- 2. AO methods circular treatment rubbish volume reduction treatment station according to claim 1, it is characterised in that：The rubbish fermentation station Top is provided with garbage inlet, and rubbish fermentation station side is provided with garbage disposal residue discharging opening.
- 3. AO methods circular treatment rubbish volume reduction treatment station according to claim 1, it is characterised in that：The rubbish fermentation station Set on the ground, processing pond is arranged on subsurface.
- 4. AO methods circular treatment rubbish volume reduction treatment station according to claim 1, it is characterised in that：It is the anaerobic pond, good Oxygen pond and collecting-tank are sequentially connected logical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720218130.1U CN206632107U (en) | 2017-03-08 | 2017-03-08 | AO method circular treatment rubbish volume reduction treatments station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720218130.1U CN206632107U (en) | 2017-03-08 | 2017-03-08 | AO method circular treatment rubbish volume reduction treatments station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206632107U true CN206632107U (en) | 2017-11-14 |
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ID=60251278
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720218130.1U Active CN206632107U (en) | 2017-03-08 | 2017-03-08 | AO method circular treatment rubbish volume reduction treatments station |
Country Status (1)
| Country | Link |
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| CN (1) | CN206632107U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113292204A (en) * | 2021-06-08 | 2021-08-24 | 生态环境部南京环境科学研究所 | Rural waste water AO processing apparatus and rural waste water processing system |
-
2017
- 2017-03-08 CN CN201720218130.1U patent/CN206632107U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113292204A (en) * | 2021-06-08 | 2021-08-24 | 生态环境部南京环境科学研究所 | Rural waste water AO processing apparatus and rural waste water processing system |
| CN113292204B (en) * | 2021-06-08 | 2022-12-23 | 生态环境部南京环境科学研究所 | Rural waste water AO processing apparatus and rural waste water processing system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: AO method circulation refuse disposal subtracts appearance and handles station Effective date of registration: 20200401 Granted publication date: 20171114 Pledgee: Hangzhou High-tech Financing Guarantee Co.,Ltd. Pledgor: ZHEJING YIQING ENVIRONMENTAL PROTECTION ENGINEERING Co.,Ltd. Registration number: Y2020330000134 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20210513 Granted publication date: 20171114 Pledgee: Hangzhou High-tech Financing Guarantee Co.,Ltd. Pledgor: ZHEJING YIQING ENVIRONMENTAL PROTECTION ENGINEERING Co.,Ltd. Registration number: Y2020330000134 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Waste volume reduction treatment station with AO method Effective date of registration: 20210513 Granted publication date: 20171114 Pledgee: Hangzhou High-tech Financing Guarantee Co.,Ltd. Pledgor: ZHEJING YIQING ENVIRONMENTAL PROTECTION ENGINEERING Co.,Ltd. Registration number: Y2021330000399 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20220530 Granted publication date: 20171114 Pledgee: Hangzhou High-tech Financing Guarantee Co.,Ltd. Pledgor: ZHEJING YIQING ENVIRONMENTAL PROTECTION ENGINEERING CO.,LTD. Registration number: Y2021330000399 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Ao recycling waste volume reduction treatment station Effective date of registration: 20220711 Granted publication date: 20171114 Pledgee: Hangzhou High-tech Financing Guarantee Co.,Ltd. Pledgor: ZHEJING YIQING ENVIRONMENTAL PROTECTION ENGINEERING CO.,LTD. Registration number: Y2022330001318 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |