CN104628104A - Sanitary sewage treatment facility for urban and rural house - Google Patents
Sanitary sewage treatment facility for urban and rural house Download PDFInfo
- Publication number
- CN104628104A CN104628104A CN201310567362.4A CN201310567362A CN104628104A CN 104628104 A CN104628104 A CN 104628104A CN 201310567362 A CN201310567362 A CN 201310567362A CN 104628104 A CN104628104 A CN 104628104A
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- CN
- China
- Prior art keywords
- biogas
- sewage
- fen
- wall
- water
- 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.)
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E50/00—Technologies for the production of fuel of non-fossil origin
- Y02E50/30—Fuel from waste, e.g. synthetic alcohol or diesel
Landscapes
- Non-Flushing Toilets (AREA)
- Cyclones (AREA)
- Sanitary Device For Flush Toilet (AREA)
Abstract
The invention relates to a sanitary sewage treatment facility for an urban and rural house. The sanitary sewage treatment facility is an elongated biogas type septic tank (biogas tank for short). A sewage input end, i.e., the starting end of a biogas tank, is provided with a sewage rotary filter composite separator, and the top of the biogas tank is provided with a biogas discharge pipe; and the tail end of the biogas tank is provided with a biogas residue discharge pipe, a biogas tank liquid level regulator and an oxygen insulation wall. The rotary filter composite separator is of a tapered cylinder, and a water liquid can be filtered by a cylinder wall; the rotary filter composite separator has rotational flow separation and water liquid filtering functions; after sewage is separated by the rotary filter composite separator, thick sewage is discharged into the biogas tank, and the water liquid is filtered out of thin sewage to be discharged by a pump to be used for flushing the toilet. The thick sewage is treated by the biogas tank, a biogas is used for cooking, the biogas residues are discharged to be used as manure, and biogas slurry is filtered out by a water filtering wall of the biogas tank liquid level regulator and then is discharged into rivers by a fixed-height discharge pipe. The facility is economic, practical, and good in effect.
Description
Technical field:
The design town and country Gu Lou only institute Sewage Treatment Facilities belongs to sewage treatment facility.
Background technology:
The only institute of town and country Gu Lou because of away from sewage disposal pipe network, its sanitary sewage cannot Ginseng in focusing on, be all generally after making simple process with change Dung pond alone, then get over the in line rivers of hidden pipe, cause greatest pollution to environment, Xin seeks medical advice reason.
Summary of the invention:
The object of the design is to provide a kind of easy, effective, novel Sewage Treatment Facilities, to meet the demand of town and country Gu Lou only institute Sewage Treatment Facilities.
The design town and country Gu Lou only institute Sewage Treatment Facilities is a strip methane type Dung pond [abbreviation fen], and its sewage input terminus [fen top] is provided with sewage and revolves filter composite separator; Fen top is provided with biogas vent pipe; Fen tail end is provided with fen liquid level modulator and natural pond slag [cripple] output tube.
It is cylinder by two mutual sheathing, concentric top that said sewage revolves filter composite separator, and bottom is that the cylinder body Ju of truncated cone cylinder becomes; Urceolus [also known as water-filtering cartridge] is sealing two ends up and down, and inner core [also known as revolving filter cylinder] the then smooth mouth cylinder in lower end top establishes lid; Inner core cylindrical shell top is porose connects sewage input tube, and the cylinder tangential direction that sewage input tube has a down dip with Small angle is introduced, and Ju becomes cyclone separator, can form downward eddy flow, to be separated sewage; Have annular space retaining to be annular water reservoir between the inner/outer tube revolving filter composite separator, inside and outside barrel is made by water filtering material belonging to annular water reservoir, from and Ju becomes filter separator, water liquid inside and outside separator can be filtered in annular water reservoir.In annular water reservoir, water liquid to be carried by lift pump through vent pipe and is used as to flush the toilet.
The special-shaped water reservoir that said fen liquid level modulator is become every point Ju by fen tail end tilting drainage wall becomes with the clean water discharge pipe Ju being located at cistern type frame outer wall [outer wall and fen wall, not drainage].Drainage wall is made by water filtering material, and vent pipe degree of lip-rounding position is equal with fen designated water level height.For ease of the cleaning of drainage wall, nearly drainage wall place is provided with oxygen barrier wall, and between two walls, gap Ju becomes to wash wall chase, and groove can have lid, also can nothing.
When facility uses, sanitary sewage [be generally be interrupted fluid] is entered by sewage input tube and revolves filter composite separator, and sewage is through revolving point and sedimentation, and dense dirt enters fen by boring an end opening; Light soiled ends drainage wall is filtered into annular water reservoir, then is used as to flush the toilet or it by lift pump discharge after output tube; Cyclone separator inward eddy also makes the drainage wall revolving point cylinder self-cleaning.The dense dirt entering fen by separator one by one organism becomes biogas and natural pond slag through the oxygen barrier of fen and anerobe process, and it is use of cooking a meal that biogas is exported by biogas vent pipe, and natural pond slag is periodically discharged makes fertilizer.The treated sterilized water liquid [fen tail end enters pond duration than top sewage, and process puts in place, and water liquid is aseptic, but has anerobe] in fen afterbody middle level is filtered into special-shaped water reservoir through drainage wall, then by its fixed high vent pipe discharged to rivers, and realize the stable of fen setting liquid level.Sewage annular and special-shaped water reservoir available pump water enter pond method to its pore pass blocking.
The cyclone separator of this facility is single-stage, also can be twin-stage.
Accompanying drawing illustrates:
Accompanying drawing 1 is town and country Gu Lou only institute Sewage Treatment Facilities knot Ju schematic diagram; Accompanying drawing 2 is for there being the treatment facility Jie Ju schematic diagram of twin-stage cyclone separator.
Specific implementation method:
As shown in the figure, this facility have a strip fen 1, fen sewage input terminus be provided with sewage revolve filter composite separator 2, fen top is provided with biogas vent pipe 3, fen tail end is provided with fen liquid level modulator 4 and natural pond slag output tube 5.Revolve filter composite separator to be become with outer water-filtering cartridge 2-2 Ju by the inward turning filter cylinder 2-1 of to be cylinder bottom be on two tops truncated cone, lower sealing on outer water-filtering cartridge, lid is established at smooth top, inward turning filter cylinder lower end; The porose Small angle cylinder circle tangential direction upwards of pressing of inward turning filter cylinder connects sewage input tube 6 Ju one-tenth cyclone separator 2-3; Be annular water reservoir 2-4 between inner/outer tube, inside and outside barrel is made by the cement [pore size is regulated and controled by the husky gray scale of cement, wall of the outer-rotor and fen wall intersection Portland cement] containing pore, makes cyclone separator have water filtering function again, and becomes to revolve and filter composite separator; Wall of the outer-rotor has vent pipe 7 to connect lift pump 8 and toilet flushing tube 9.The special-shaped water reservoir 4-2 that fen liquid level modulator is become by fen tail end drainage wall 4-1 Ge Fen Ju becomes with water purification vent pipe 4-3 and oxygen barrier wall 4-4 Ju.
This facility is practical, imitates.
Claims (1)
1. the design town and country Gu Lou only institute Sewage Treatment Facilities belongs to sewage treatment facility, it is characterized in that, this facility has a strip methane type Dung pond, between claim fen, its sewage input terminus or title fen top are provided with sewage and revolve filter composite separator, fen top is provided with biogas vent pipe, and fen tail end is provided with natural pond slag vent pipe and fen liquid level modulator and oxygen barrier wall; Said sewage revolves filter composite separator and becomes by revolving filter cylinder and inner core and water-filtering cartridge and urceolus and dirty water inlet pipe Ju, and inside and outside cylindrical shell is under cylinder be truncated cone cylinder, barrel makes of water filtering material; The upper and lower sealing two ends of urceolus, lid is established on smooth mouth cylinder top, inner core lower end; Inner core cylindrical shell top is porose connects sewage input tube, and the cylinder circle tangential direction that sewage input tube has a down dip with Small angle is introduced, and Ju becomes to revolve filter separator; Annular space is had retaining to be annular water reservoir between inner/outer tube; Annular water reservoir through vent pipe and lift pump and toilet flushing tube in succession; Said fen liquid level modulator is the special-shaped water reservoir that become every point Ju by fen tail end tilting drainage wall and be located at the clean water discharge pipe Ju of cistern type frame outer wall and become, drainage wall is made by water filtering material, vent pipe degree of lip-rounding position is equal with fen designated water level height, nearly drainage wall place is provided with oxygen barrier wall, and between two walls, gap Ju becomes to wash wall chase.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310567362.4A CN104628104B (en) | 2013-11-15 | 2013-11-15 | The only institute's Sewage Treatment Facilities of town and country Gu Lou |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310567362.4A CN104628104B (en) | 2013-11-15 | 2013-11-15 | The only institute's Sewage Treatment Facilities of town and country Gu Lou |
Publications (2)
Publication Number | Publication Date |
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CN104628104A true CN104628104A (en) | 2015-05-20 |
CN104628104B CN104628104B (en) | 2017-09-26 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201310567362.4A Expired - Fee Related CN104628104B (en) | 2013-11-15 | 2013-11-15 | The only institute's Sewage Treatment Facilities of town and country Gu Lou |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108220133A (en) * | 2016-12-12 | 2018-06-29 | 广西科学院 | A kind of novel hydraulic biogas generating pit apparatus |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2589462Y (en) * | 2002-12-26 | 2003-12-03 | 奚耀忠 | Water quality separator |
CN201538726U (en) * | 2009-04-28 | 2010-08-04 | 徐宏志 | Novel rural domestic sewage purification device |
CN101935137A (en) * | 2010-08-30 | 2011-01-05 | 中国农业大学 | Method and device for separating silt in feed solution for methane fermentation |
CN202358990U (en) * | 2011-08-18 | 2012-08-01 | 杨欣 | Sewage treatment system in sewage source |
CN203625096U (en) * | 2013-11-15 | 2014-06-04 | 袁宏文 | Urban and rural isolated building and alone courtyard sewage treatment facility |
-
2013
- 2013-11-15 CN CN201310567362.4A patent/CN104628104B/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2589462Y (en) * | 2002-12-26 | 2003-12-03 | 奚耀忠 | Water quality separator |
CN201538726U (en) * | 2009-04-28 | 2010-08-04 | 徐宏志 | Novel rural domestic sewage purification device |
CN101935137A (en) * | 2010-08-30 | 2011-01-05 | 中国农业大学 | Method and device for separating silt in feed solution for methane fermentation |
CN202358990U (en) * | 2011-08-18 | 2012-08-01 | 杨欣 | Sewage treatment system in sewage source |
CN203625096U (en) * | 2013-11-15 | 2014-06-04 | 袁宏文 | Urban and rural isolated building and alone courtyard sewage treatment facility |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108220133A (en) * | 2016-12-12 | 2018-06-29 | 广西科学院 | A kind of novel hydraulic biogas generating pit apparatus |
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CN104628104B (en) | 2017-09-26 |
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Granted publication date: 20170926 Termination date: 20181115 |
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CF01 | Termination of patent right due to non-payment of annual fee |