CN203487010U - Sewage treatment equipment - Google Patents
Sewage treatment equipment Download PDFInfo
- Publication number
- CN203487010U CN203487010U CN201320579450.1U CN201320579450U CN203487010U CN 203487010 U CN203487010 U CN 203487010U CN 201320579450 U CN201320579450 U CN 201320579450U CN 203487010 U CN203487010 U CN 203487010U
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- Prior art keywords
- anaerobic treatment
- treatment pool
- mudpan
- agitator
- sewage
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- 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.)
- Withdrawn - After Issue
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- Y02W10/12—
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model discloses sewage treatment equipment which comprises an anaerobic treatment pond, a sludge desilter and a wet land treatment system, wherein the anaerobic treatment pond is connected with the sludge desilter by a blow-off pipeline, the sludge desilter is connected with the wet land treatment system by a drainage pipeline, the anaerobic treatment pond is further provided with a sewage inlet pipeline and a high-pressure water faucet for spraying water into the anaerobic treatment pond, and the high-pressure water faucet is connected with a pressure pump. The high-pressure water is used for scattering sludge in the anaerobic treatment pond and discharging the sludge into the desilter by the blow-off pipeline; in addition, the sludge in the anaerobic treatment pond is removed in a planned way or timely, manpower is saved, and odor is prevented from diffusing.
Description
Technical field
The utility model relates to technical field of sewage, relates in particular to a kind of sewage disposal device.
Background technology
Along with social development, country is just carrying forward vigorously building Socialist New, and wherein the regulation of rural environmental hygiene is one of important content of this construction.The lavatory in many places, Rural Areas at Present is outdoor layout still, directly discharges hardly through any processing, and mosquitos and flies grows, not only dirty but also smelly, very unhygienic.For many years, rural development relatively lags behind, and the regulation of rural environmental hygiene is subject to the restriction sanitary sewage disposal mode of the factors such as geographical conditions, economic factors and concept relatively backward.Peasant household generally will carry out simple anaerobic treatment in the waste-filling pool of sanitary sewage, human and animal excreta introducing semi open model, but anaerobic treatment pool is relatively airtight, and easily cause mud to pile up, remove difficulty, the sewage after anaerobic treatment utilizes physiographic relief and open blowdown canal to import low lying areas simultaneously.This processing and discharging modes often cause sewage cross flow, and foul smell is excessive, contaminate environment not only, and easily grow germ.
Separately have China Patent No. to be: CN201220516491.1 discloses a kind of utility model of rural domestic sewage treatment system, it provides a kind of Sewage treatment systems that focuses on domestic sewage in rural areas by using.Rural domestic sewage treatment system rural domestic sewage treatment system comprises anaerobic digester, water entry, drainage channel, biogas pipe; Water entry one end is connected with anaerobic digester, and the other end is sewage inlet; Drainage channel one end and anaerobic digester, the other end is the outlet of water after purifying; Biogas pipe one end is connected with anaerobic digester top, and the other end is methane outlet.This rural domestic sewage treatment system is applicable to rural area and take village and carry out sewage disposal as unit.There are the following problems for it: one, focus on domestic sewage in rural areas by using, its treatment capacity is larger, in short period of time, in anaerobic digester, mud will form accumulation, because anaerobic digester seals relatively, sludge treatment is also more difficult, employing will manually be removed, and expends a large amount of manpowers, has a strong impact on the processing power of anaerobic treatment pool to sewage; The 2nd, the water quality of discharging can not be up to standard.
Utility model content
In order to overcome the defect of above-mentioned prior art, the utility model provides a kind of sewage disposal device, the mud of piling up in the removing anaerobic treatment pool that this sewage disposal device can be planned, in good time, has improved the processing power of anaerobic treatment pool, has reduced the consumption of manpower.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is:
A kind of sewage disposal device, comprise anaerobic treatment pool, mudpan and wet land treating system, it is characterized in that: described anaerobic treatment pool is connected with mudpan by blow-off line, described mudpan is connected with wet land treating system by drainage pipeline, described anaerobic treatment pool is also provided with plumbing for waste water road, on described anaerobic treatment pool, be provided with the high-pressure water tap of spraying water in anaerobic treatment pool, described high-pressure water tap is connected with pressure pump, described high-pressure water tap is arranged on the top of anaerobic treatment pool, in described anaerobic treatment pool, be provided with the agitator for stirring-up sewage, described agitator comprises stir shaft and paddle, described paddle is fixed on stir shaft.
Described stir shaft is vertical is positioned at anaerobic treatment pool, the bottom of described anaerobic treatment pool is provided with agitator permanent seat, one end of described stir shaft is positioned at agitator permanent seat, the other end is through anaerobic treatment pool top cover, and be provided with agitator power wheel in its end, drive agitator power wheel, agitator stirs the sewage in anaerobic treatment pool.
One end of described blow-off line communicates with the bottom of anaerobic treatment pool, and the other end communicates with the top of mudpan, is also provided with sump pump on described blow-off line.
The bottom of described mudpan is provided with blowdown lock.
One end of described drainage pipeline is communicated with the top of mudpan, and the other end is communicated with the bottom of wet land treating system.
Described wet land treating system is from bottom to top followed successively by pebble bed, sand rock layer and fine sand layer.
The utlity model has following advantage:
1, in the utility model, with respect to prior art, on anaerobic treatment pool, be provided with the high-pressure water tap of spraying water in anaerobic treatment pool, described high-pressure water tap is connected with pressure pump, generally must remove the mud of piling up in anaerobic treatment pool by manpower 1 year at the latest half a year now, while removing mud, not only foul smell is smoked people, and expend a large amount of manpowers, and the utility model can first be got rid of the sewage in anaerobic treatment pool, utilize high pressure water that the mud in anaerobic treatment pool is broken up by blow-off pipe and enters settling tank, and planned or in good time remove the mud in anaerobic treatment pool, saved manpower, avoided foul smell to float everywhere excessive.
2, the utility model mesohigh water tap is arranged on the top of anaerobic treatment pool, and it not only can rinse the bottom of anaerobic pond, but also can rinse anaerobic pond inwall, also can prevent that the sewage in anaerobic treatment pool from flowing backwards by high-pressure water tap simultaneously.
3, in the utility model, in anaerobic treatment pool, be provided with the agitator for stirring-up sewage, described agitator comprises stir shaft and paddle, and described paddle is fixed on stir shaft; Under sludge high-pressure water in anaerobic treatment pool washes away, agitator can stir the sewage in anaerobic treatment pool, allows be deposited in mud in oxygen treating pond and mix in sewage, and enters in settling tank by blow-off pipe, thereby can in oxygen treating pond, not form accumulation, even lump.
4, in the utility model stir shaft vertical be positioned at anaerobic treatment pool, be convenient to install and operation, the bottom of described anaerobic treatment pool is provided with agitator permanent seat, described stir shaft one end is positioned at agitator permanent seat, the other end is through anaerobic treatment pool top cover, its end is provided with agitator power wheel, drive agitator power wheel, blade on stir shaft stirs the sewage in anaerobic treatment pool, the mud and the sewage that make to be deposited in anaerobic treatment pool stir evenly, thereby enter in mudpan by blow-off line.
5, in the utility model, blow-off line one end communicates with anaerobic treatment pool bottom, the other end communicates with mudpan top, prevent from entering the sewage flow back into anaerobic treatment pool in mudpan, on described blow-off line, be also provided with sump pump, be conducive to sewage, discharge in anaerobic pond.
6, in the utility model, the bottom of mudpan is provided with blowdown lock, opens blowdown lock and will be deposited in the mud in mudpan to discharge.
7, in the utility model, drainage pipeline one end is communicated with the top of mudpan, and the other end is communicated with wet land treating system bottom, and the sewage in mudpan is further purified by wet land treating system, finally discharges water up to standard.
8, in the utility model, wet land treating system is from bottom to top followed successively by pebble bed, sand rock layer and fine sand layer, and pebble bed carries out coarse filtration, and sand rock layer carries out fine filtering, and top layer fine sand layer is planted some crops and carried out bioreediation, better effects if.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure, mark 1 is anaerobic treatment pool, and 2 is plumbing for waste water road, and 3 is high-pressure water tap, 4 is mudpan, and 5 is wet land treating system, 5.1 pebble beds, 5.2 is sand rock layer, 5.3 fine sand layers, and 6 is blow-off line, 7 is sump pump, and 8 is drainage pipeline, and 9 is blowdown lock, 10 is stir shaft, and 11 is paddle, and 12 is agitator power wheel, 13 is agitator permanent seat, and 14 is pressure pump.
Embodiment
Embodiment 1
As shown in Figure 1, a kind of sewage disposal device, comprise anaerobic treatment pool 1, mudpan 4 and wet land treating system 5, described anaerobic treatment pool 1 is connected with mudpan 4 by blow-off line 6, described mudpan 4 is connected with wet land treating system 5 by drainage pipeline 8, described anaerobic treatment pool 1 is also provided with plumbing for waste water road 2, anaerobic treatment pool 1 be provided with high-pressure water tap 3, high-pressure water tap 3 is connected with pressure pump 14, by pressure pump, to high-pressure water tap 3, provide high pressure water, while having mud to pile up in anaerobic treatment pool 1, first the sewage in anaerobic treatment pool is got rid of, utilize high pressure water that the mud in anaerobic treatment pool 1 is broken up by blow-off pipe and enters mudpan 4, and planned or in good time remove the mud in anaerobic treatment pool 1, saved manpower, avoided foul smell to float everywhere excessive.
In described anaerobic treatment pool 1, be also provided with the agitator for stirring-up sewage, described agitator comprises stir shaft 10 and paddle 11, and described paddle 11 is fixed on stir shaft 10.Drive agitator (can to drive by manpower, also can power wheel drive rotate as driven by motor stir shaft 10), thereby drive paddle 11 to stir the sewage of anaerobic treatment pool interior 1, allow and be deposited in the interior mud of oxygen treating pond 1 and mix in sewage, and enter in mudpan 4 by blow-off line 6, thereby can in oxygen treating pond, not form accumulation, even lump.
Described stir shaft 10 is vertical is positioned at anaerobic treatment pool 1, the bottom of described anaerobic treatment pool 1 is provided with agitator permanent seat 13, described stir shaft 10 one end are positioned at agitator permanent seat 13, the other end is through anaerobic treatment pool 1 top cover, its end is provided with agitator power wheel 12, drive agitator power wheel 12, agitator stirs the sewage of anaerobic treatment pool interior 1.The mud and the sewage that make to be deposited in anaerobic treatment pool 1 stir evenly, thereby enter in mudpan 4 by blow-off line 6.
For preventing from entering the sewage flow back into anaerobic treatment pool 1 in mudpan 4, described blow-off line 6 one end communicate with the bottom of anaerobic treatment pool 1, the other end communicates with the top of mudpan 4, generalized case is lower than the position of anaerobic treatment pool 1 by mudpan 4, on described blow-off line 6, be also provided with sump pump 7, start sump pump 7 and be conducive to sewage, discharge in anaerobic pond.
For being conducive to remove the mud in mudpan 4, the bottom of described mudpan 4 is provided with blowdown lock 9.
Described drainage pipeline 8 one end are communicated with the top of mudpan 4, and the other end is communicated with the bottom of wet land treating system 5, and the sewage in mudpan 4 is further purified by wet land treating system, finally discharges water up to standard.Described wet land treating system is from bottom to top followed successively by pebble bed 5.1, sand rock layer 5.2 and fine sand layer 5.3, and pebble bed 5.1 carries out coarse filtration, and sand rock layer 5.2 carries out fine filtering, and 5.3 kinds, top layer fine sand layer is planted some crops and carried out bioreediation, better effects if.
Claims (6)
1. a sewage disposal device, comprise anaerobic treatment pool, mudpan and wet land treating system, it is characterized in that: described anaerobic treatment pool is connected with mudpan by blow-off line, described mudpan is connected with wet land treating system by drainage pipeline, described anaerobic treatment pool is also provided with plumbing for waste water road, on described anaerobic treatment pool, be provided with the high-pressure water tap of spraying water in anaerobic treatment pool, described high-pressure water tap is connected with pressure pump, described high-pressure water tap is arranged on the top of anaerobic treatment pool, in described anaerobic treatment pool, be provided with the agitator for stirring-up sewage, described agitator comprises stir shaft and paddle, described paddle is fixed on stir shaft.
2. sewage disposal device according to claim 1, it is characterized in that: described stir shaft is vertical is positioned at anaerobic treatment pool, the bottom of described anaerobic treatment pool is provided with agitator permanent seat, one end of described stir shaft is positioned at agitator permanent seat, the other end is through anaerobic treatment pool top cover, and be provided with agitator power wheel in its end, and driving agitator power wheel, agitator stirs the sewage in anaerobic treatment pool.
3. sewage disposal device according to claim 1 and 2, is characterized in that: one end of described blow-off line communicates with the bottom of anaerobic treatment pool, and the other end communicates with the top of mudpan, is also provided with sump pump on described blow-off line.
4. sewage disposal device according to claim 1 and 2, is characterized in that: the bottom of described mudpan is provided with blowdown lock.
5. sewage disposal device according to claim 1 and 2, is characterized in that: one end of described drainage pipeline is communicated with the top of mudpan, and the other end is communicated with the bottom of wet land treating system.
6. sewage disposal device according to claim 1 and 2, is characterized in that: described wet land treating system is from bottom to top followed successively by pebble bed, sand rock layer and fine sand layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320579450.1U CN203487010U (en) | 2013-09-18 | 2013-09-18 | Sewage treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320579450.1U CN203487010U (en) | 2013-09-18 | 2013-09-18 | Sewage treatment equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203487010U true CN203487010U (en) | 2014-03-19 |
Family
ID=50257855
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320579450.1U Withdrawn - After Issue CN203487010U (en) | 2013-09-18 | 2013-09-18 | Sewage treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203487010U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103449683A (en) * | 2013-09-18 | 2013-12-18 | 西华师范大学 | Treatment equipment of domestic sewage |
-
2013
- 2013-09-18 CN CN201320579450.1U patent/CN203487010U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103449683A (en) * | 2013-09-18 | 2013-12-18 | 西华师范大学 | Treatment equipment of domestic sewage |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140319 Effective date of abandoning: 20150513 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20140319 Effective date of abandoning: 20150513 |
|
| RGAV | Abandon patent right to avoid regrant |