CN103708674A - Pipe network type night soil and organic sewage waste processing apparatus - Google Patents
Pipe network type night soil and organic sewage waste processing apparatus Download PDFInfo
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- CN103708674A CN103708674A CN201310670850.8A CN201310670850A CN103708674A CN 103708674 A CN103708674 A CN 103708674A CN 201310670850 A CN201310670850 A CN 201310670850A CN 103708674 A CN103708674 A CN 103708674A
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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
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Abstract
A pipe network type night soil and organic sewage waste processing apparatus comprises an anaerobic fermentation portion, a gravity filter portion and a rich water conveying portion. The anaerobic fermentation portion comprises a first collection bend pipe, an anaerobic fermentation pipe, a biogas output pipe, a biogas take valve, second collection bend pipes, an output pipe bottom surface, a filter vent and a rich water discharge bend pipe, the first collection bend pipe is connected with the anaerobic fermentation pipe, the anaerobic fermentation pipe is connected with the biogas output pipe, the biogas output pipe is installed with the biogas take valve, the bottom of the biogas output pipe is provided with the output pipe bottom surface, the output pipe bottom surface is provided with the filter vent, the anaerobic fermentation pipe is connected with the second collection bend pipes, and the right end of the anaerobic fermentation pipe is connected with the rich water discharge bend pipe. Wastes can be sealed by pipelines in the first time, are discharged in a first-in first-out manner in chronological order, and are conveyed to places needing the wastes, like fields, by lengthening the pipelines.
Description
Technical field
The present invention relates to sewage purifier, particularly a kind of ductwork type ight soil and organic sewage refuse disposal system that a kind of environmental protection is used.
Background technology
At present, the human and animal excreta that China town and country produce and organic sewage rubbish are not mostly processed in time, just directly arrange enter in river, in lake or in the sea, do like this and not only waste but also contaminate environment.Although rural area some places have been built methane-generating pit, be also small part ground recycling, although city Jian Liao sewage work has also just used its slag mud.The human and animal excreta in town and country and organic sewage rubbish, be originally agriculture fertilizer, or the first-class raw material of biogas.The blowdown pipe trench in town and country, because sewage flow time is long and pipeline blow-by, biogas is run away and is not utilized.Ight soil and organic sewage partly permeate the ground, and polluted underground water is discharged into rivers,lakes and seas exactly after sewage work processes, and do so extremely waste, again polluted water.
The large Miniature biomass pool that establish in town and country, is mostly round tank or pond, and sewage turnover flow time is short, cannot guarantee the first outer of arrangement sequentially of human and animal excreta and organic sewage rubbish, the part material complete aerogenesis that can not fully ferment, is just discharged from, can't resolve the fertile problem in odor pollution and slaking natural pond, and methane-generating pit easily crusts, difficult stirring, design is complicated, construction is difficult, and the time is long, and laid down cost is high, rich water does not utilize, and causes secondary environmental pollution.
No matter be the methane-generating pit built of rural area or the sewage work in city, their common shortcomings are all: do not consider just sewage not to be sealed in the very first time, fully ferment fully, solve foul smell, recycle substantially, more it does not importantly have basic solution to derive from ight soil and the pollution problem of organic sewage rubbish to water.
Summary of the invention
The object of the invention is to overcome the above-mentioned deficiency of prior art and a kind of ductwork type ight soil and organic sewage refuse disposal system are provided, can it be got up with seal for pipe joints in the very first time, and discharged by time first outer, lengthen the place that pipeline is passed to the needs such as field simultaneously
Technical scheme of the present invention is: a kind of ductwork type ight soil and organic sewage refuse disposal system, comprising: anaerobically fermenting part, gravity filtration part and rich water transport portion.
Described anaerobically fermenting partly comprises: the first collection bend pipe, anaerobically fermenting pipe, biogas output tube, biogas are got air valve, second and collected bend pipe, output tube bottom surface, filter ventilating pit, rich water discharge bend pipe, first collects bend pipe connects anaerobically fermenting pipe, on anaerobically fermenting pipe, be connected with biogas output tube, on biogas output tube, biogas is installed and gets air valve, output tube bottom surface is arranged at the bottom of biogas output tube, on output tube bottom surface, there is filter ventilating pit, on anaerobically fermenting pipe, be connected with a plurality of second and collect bend pipe, the right-hand member of anaerobically fermenting pipe is connected with rich water and discharges bend pipe.
Anaerobically fermenting pipe comprises: the right-hand member of the first anaerobism extension tube, the second anaerobism extension tube, the first anaerobism collection tube, the second anaerobism collection tube, the first anaerobism collection tube is connected with the first anaerobism extension tube, the right-hand member of the first anaerobism extension tube is connected with the second anaerobism collection tube, the right-hand member of the second anaerobism collection tube is connected with the second anaerobism extension tube, the middle part of the first anaerobism collection tube and the second anaerobism collection tube is connected with a plurality of second and collects bend pipe, and the middle part of the first anaerobism collection tube and the second anaerobism collection tube is connected with a plurality of biogas output tubes.
Described rich water is discharged bend pipe and is comprised: bend pipe recess, rich water relief outlet, the right-hand member of bend pipe recess is connected with rich water relief outlet.
Anaerobically fermenting pipe is embedded in underground or on the ground, bend pipe recess is first bent downwardly and is bent upwards, the lowest part of bend pipe recess than the low 30cm of highest point, rich water relief outlet ratio detest the high 30cm of the second anaerobism extension tube, biogas output tube stretches into 1cm in anaerobically fermenting pipe.
Described gravity filtration partly comprises: bed filtration net, filtering basin, rich water outlet, rich water storage pool, filtering basin are that the middle part of circle or square container, filtering basin is provided with bed filtration net, rich water is discharged bend pipe and stretched into gravity filter tank inside, the lower side of filtering basin has rich water outlet, rich water storage pool is positioned at the adjacency of filtering basin, and between filtering basin and rich water storage pool, eutrophic water outlet in earthing is communicated with.
Described rich water transport portion comprises: water pump, rich water output tube, rich water output valve, and water pump is arranged on the bottom of rich water storage pool, and water pump connects rich water output tube, and a plurality of rich water output valves are installed on rich water output tube.
The further technical scheme of the present invention is: rich water relief outlet is than the second anaerobism extension tube level high 10 to 30cm.Biogas output tube stretches into 3cm in anaerobically fermenting pipe.
The further technical scheme of the present invention is: rich water relief outlet exceeds 20cm than the second anaerobism extension tube.
The further technical scheme of the present invention is: biogas output tube stretches into the interior 2cm of anaerobically fermenting pipe 2.
The further technical scheme of the present invention is: anaerobically fermenting pipe is 5 ° along drainage flow direction angle of inclination, and ight soil and the organic sewage rubbish mobile time in anaerobically fermenting pipe is 15 days to 30 days.
The present invention compared with prior art has following features: the low pressure feed water tubing that traditional packing less open drain and blow-off pipe are used instead to corrosion resistant seals, directly with the blow-off pipe connection of every family, community, hotel, hotel, food processing plant, cultivation column home etc., in the very first time, just seal it off, adopt the promotion Transfer method of gravity drop gravity flow low pressure to transport sewage, ight soil and organic sewage rubbish, in the anaerobism walking in pipe process of sealing, complete blowdown, aerogenesis, product fertilizer, gas transmission, defeated fertile five functions simultaneously.Anaerobically fermenting pipeline bendable can be straight, can be overlapping, can singly spread, and multitube is laid side by side, adapts to various ground type and installs, and adapts to that new old city is filled out, installation and the transformation of rural, big or small plant.Whole system is changeable, arrives greatly any one big city, little Dao single household.Its collection blowdown, aerogenesis, product fertilizer, gas transmission and defeated fertile five in one, can solve the problem that total cost is high effectively.The construction cost of this technology is more much lower than now traditional biogas and sewage work, fully recycle simply effectively, and economic benefit is well imagined.Because adopting current ripe corrosion resistant tubing, lightweight, easily install, building time is short, treatable sewage type is extensive, as: just the washing dish, wash pot, wash dish, dish water of people domestic animals, kitchen, all organism such as brewageed and all can be processed at vegetables Disabled material, rotten fruit, hay, green grass, stalk, food-processing, but also can establish opening for feed and escape pipe at any one, in field, the many places such as edge of a field, tourist attractions, road set up lavatory and organic waste collection and treatment mouth.The same with water supply pipe as natural gas line, UNICOM's radiation of network type is carried, and rich water is delivered to field, orchard, and grassland, allows plant purify these sewage, can obtain biogas again simultaneously, solves most clean energy problem.
Below in conjunction with the drawings and specific embodiments, detailed structure of the present invention is further described.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of anaerobically fermenting part;
Accompanying drawing 2 is rich water transport section structural representation;
Accompanying drawing 3 is the structural representation of output tube bottom surface after amplifying.
Embodiment
Embodiment mono-:
As shown in drawings: a kind of ductwork type ight soil and organic sewage refuse disposal system, comprising: anaerobically fermenting part, gravity filtration part and rich water transport portion.
Described anaerobically fermenting partly comprises: first collects bend pipe 1, anaerobically fermenting pipe 2, biogas output tube 3, biogas is got air valve 4, second collects bend pipe 5, output tube bottom surface 6, filter ventilating pit 6-1, rich water is discharged bend pipe 7, first collects bend pipe 1 connects anaerobically fermenting pipe 2, on anaerobically fermenting pipe 2, be connected with biogas output tube 3, biogas is installed on biogas output tube 3 and gets air valve 4, output tube bottom surface 6 is arranged at the bottom of biogas output tube 3, on output tube bottom surface 6, there is filter ventilating pit 6-1, on anaerobically fermenting pipe 2, be connected with several the second collection bend pipes 5, the right-hand member of anaerobically fermenting pipe 2 is connected with rich water and discharges bend pipe 7.
Anaerobically fermenting pipe 2 comprises: the first anaerobism extension tube 2-1, the second anaerobism extension tube 2-2, the first anaerobism collection tube 2-3, the second anaerobism collection tube 2-4, the right-hand member of the first anaerobism collection tube 2-3 is connected with the first anaerobism extension tube 2-1, the right-hand member of the first anaerobism extension tube 2-1 is connected with the second anaerobism collection tube 2-4, the right-hand member of the second anaerobism collection tube 2-4 is connected with the second anaerobism extension tube 2-2, the middle part of the first anaerobism collection tube 2-3 and the second anaerobism collection tube 2-4 is connected with some second and collects bend pipe 5, the middle part of the first anaerobism collection tube 2-3 and the second anaerobism collection tube 2-4 is connected with some biogas output tubes 3.
Described rich water is discharged bend pipe 7 and is comprised: bend pipe recess 7-1, rich water relief outlet 7-2, the right-hand member of bend pipe recess 7-1 is connected with rich water relief outlet 7-2.
Anaerobically fermenting pipe 2 is embedded in underground or ground, bend pipe recess 7-1 is first bent downwardly and is bent upwards, the lowest part of bend pipe recess 7-1 than the low 30cm of highest point, rich water relief outlet 7-2 ratio detest the high 30cm of the second anaerobism extension tube 2-2, biogas output tube 3 stretches into the interior 1cm of anaerobically fermenting pipe 2.
Described gravity filtration partly comprises: bed filtration net 8, filtering basin 9, rich water outlet 9-1, rich water storage pool 10, filtering basin 9 are for the middle part of circle or square container, filtering basin 9 is provided with bed filtration net 8, rich water is discharged bend pipe 7 and stretched into gravity filter tank 9 inside, the lower side of filtering basin 9 has rich water outlet 9-1, rich water storage pool 10 is positioned at the adjacency of filtering basin 9, and between filtering basin 9 and rich water storage pool 10, earthing eutrophic water outlet 9-1 is communicated with.
Described rich water transport portion comprises: water pump 11, rich water output tube 12, rich water output valve 13, and water pump 11 is arranged on the bottom of rich water storage pool 10, and water pump 11 connects rich water output tube 12, and several rich water output valves 13 are installed on rich water output tube 12.
Embodiment bis-:
Other is identical with embodiment mono-, and rich water relief outlet 7-2 is than the second anaerobism extension tube 2-2 level high 10 to 30cm.Biogas output tube 3 stretches into the interior 3cm of anaerobically fermenting pipe 2.
When relatively rich water relief outlet 7-2 exceeds 20cm than the second anaerobism extension tube 2-2, effect is best.Through relatively, really best when biogas output tube 3 stretches into anaerobically fermenting pipe 2 interior 2cm.
Embodiment tri-:
Other is identical with embodiment mono-, and anaerobically fermenting pipe 2 is 5 ° along drainage flow direction angle of inclination, and ight soil and the organic sewage rubbish mobile time in anaerobically fermenting pipe is 15 days to 30 days.
Principle of work of the present invention and using method are: ight soil and organic sewage refuse collection enter the first collection bend pipe 1 flow through the first anaerobism collection tube 2-3, the first anaerobism extension tube 2-1, the second anaerobism collection tube 2-4 and the second anaerobism extension tube 2-2, the time needing with all abundant fermentation gas of raw material lengthens the second anaerobism extension tube 2-2, and the first anaerobism collection tube 2-3 and the second anaerobism collection tube 2-4 collect different ight soil and organic sewage rubbish.
Biogas output tube 3 Shens enter the interior 2cm of anaerobically fermenting pipe 2, make output tube bottom surface 6 in drainage flow place, can guarantee to filter ventilating pit 6-1 place and can not condense and block because of the solids in sewage.
Sewage flows very slow in anaerobically fermenting pipe 2, has a long fermenting process.The biogas producing in this process, by biogas output tube 3, derive and utilize, the liquid portion of ight soil and organic sewage rubbish completely that ferments enters filtering basin 9, by rich water, export 9-1 again and enter rich water storage pool 10, by water pump 11, extract out and be transported to by rich water output tube 12 place that needs rich water, as orchard, field, the woods etc.
Claims (10)
1. ductwork type ight soil and an organic sewage refuse disposal system, is characterized in that: it comprises anaerobically fermenting part, gravity filtration part and rich water transport portion; Described anaerobically fermenting partly comprises: the first collection bend pipe, anaerobically fermenting pipe, biogas output tube, biogas are got air valve, second and collected bend pipe, output tube bottom surface, filter ventilating pit, rich water discharge bend pipe, first collects bend pipe connects anaerobically fermenting pipe, on anaerobically fermenting pipe, be connected with biogas output tube, on biogas output tube, biogas is installed and gets air valve, output tube bottom surface is arranged at the bottom of biogas output tube, on output tube bottom surface, there is filter ventilating pit, on anaerobically fermenting pipe, be connected with a plurality of second and collect bend pipe, the right-hand member of anaerobically fermenting pipe is connected with rich water and discharges bend pipe.
2. a kind of ductwork type ight soil according to claim 1 and organic sewage refuse disposal system, it is characterized in that: anaerobically fermenting pipe comprises: the first anaerobism extension tube, the second anaerobism extension tube, the first anaerobism collection tube, the second anaerobism collection tube, the right-hand member of the first anaerobism collection tube is connected with the first anaerobism extension tube, the right-hand member of the first anaerobism extension tube is connected with the second anaerobism collection tube, the right-hand member of the second anaerobism collection tube is connected with the second anaerobism extension tube, the middle part of the first anaerobism collection tube and the second anaerobism collection tube is connected with a plurality of second and collects bend pipe, the middle part of the first anaerobism collection tube and the second anaerobism collection tube is connected with a plurality of biogas output tubes.
3. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal system, is characterized in that: described rich water is discharged bend pipe and comprised: bend pipe recess, rich water relief outlet, the right-hand member of bend pipe recess is connected with rich water relief outlet.
4. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal system, it is characterized in that: anaerobically fermenting pipe is embedded in underground or ground, bend pipe recess is first bent downwardly and is bent upwards, the lowest part of bend pipe recess than the low 30cm of highest point, rich water relief outlet ratio detest the high 30cm of the second anaerobism extension tube, biogas output tube stretches into 1cm in anaerobically fermenting pipe.
5. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal system, its thing feature is: described gravity filtration partly comprises bed filtration net, filtering basin, rich water outlet, rich water storage pool, filtering basin are that the middle part of circle or square container, filtering basin is provided with bed filtration net, rich water is discharged bend pipe and stretched into gravity filter tank inside, the lower side of filtering basin has rich water outlet, rich water storage pool is positioned at the adjacency of filtering basin, and between filtering basin and rich water storage pool, eutrophic water outlet in earthing is communicated with.
6. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal system, it is characterized in that: described rich water transport portion comprises water pump, rich water output tube, rich water output valve, water pump is arranged on the bottom of rich water storage pool, water pump connects rich water output tube, and a plurality of rich water output valves are installed on rich water output tube.
7. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal system, is characterized in that: rich water relief outlet is than the second anaerobism extension tube level high 10 to 30cm, and biogas output tube stretches into 3cm in anaerobically fermenting pipe.
8. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal system, is characterized in that: rich water relief outlet exceeds 20cm than the second anaerobism extension tube.
9. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal system, is characterized in that: biogas output tube stretches into the interior 2cm of anaerobically fermenting pipe 2.
10. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal system, it is characterized in that: anaerobically fermenting pipe is 5 ° along drainage flow direction angle of inclination, ight soil and the organic sewage rubbish mobile time in anaerobically fermenting pipe is 15 days to 30 days.
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| CN201310670850.8A CN103708674B (en) | 2013-12-12 | 2013-12-12 | A kind of ductwork type ight soil and organic sewage refuse disposal installation |
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| CN201310670850.8A CN103708674B (en) | 2013-12-12 | 2013-12-12 | A kind of ductwork type ight soil and organic sewage refuse disposal installation |
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| CN103708674B CN103708674B (en) | 2016-05-18 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107881091A (en) * | 2017-11-21 | 2018-04-06 | 孙永琳 | A kind of closed type temperature controlled pipeline organic waste of intelligence, sewage natural pond gas generating system |
| CN107904145A (en) * | 2017-11-21 | 2018-04-13 | 孙永琳 | A kind of closed type temperature controlled pipeline organic waste of intelligence and apparatus for treating sewage |
| CN108726676A (en) * | 2017-04-21 | 2018-11-02 | 湖南山河美生物环保科技股份有限公司 | One-stop AO degradations high-concentration sewage resource utilization system |
| CN111153575A (en) * | 2019-12-12 | 2020-05-15 | 湖南福瑞来环保节能科技有限公司 | Intestines and stomach formula living beings energy conversion device |
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| JPS5939395A (en) * | 1982-08-27 | 1984-03-03 | Mitsubishi Kakoki Kaisha Ltd | Treatment of ammonia nitrogen-contg. waste water |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108726676A (en) * | 2017-04-21 | 2018-11-02 | 湖南山河美生物环保科技股份有限公司 | One-stop AO degradations high-concentration sewage resource utilization system |
| CN107881091A (en) * | 2017-11-21 | 2018-04-06 | 孙永琳 | A kind of closed type temperature controlled pipeline organic waste of intelligence, sewage natural pond gas generating system |
| CN107904145A (en) * | 2017-11-21 | 2018-04-13 | 孙永琳 | A kind of closed type temperature controlled pipeline organic waste of intelligence and apparatus for treating sewage |
| CN111153575A (en) * | 2019-12-12 | 2020-05-15 | 湖南福瑞来环保节能科技有限公司 | Intestines and stomach formula living beings energy conversion device |
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Effective date of registration: 20171122 Address after: Two cross road 510000 Guangdong city of Guangzhou province Tianhe District Village No. 8 on the south side of room 205 (only for office use) Patentee after: Guangdong Yong Bao Sheng Environmental Protection Technology Co., Ltd. Address before: 425000 Yongzhou province Hunan city Lingling District new estuary Nanjindu Hydropower Station Patentee before: Yongzhou Tianyi Ecological Agriculture Development Co., Ltd. |
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