CN1024473C - Ecological toilet - Google Patents
Ecological toilet Download PDFInfo
- Publication number
- CN1024473C CN1024473C CN92101814A CN92101814A CN1024473C CN 1024473 C CN1024473 C CN 1024473C CN 92101814 A CN92101814 A CN 92101814A CN 92101814 A CN92101814 A CN 92101814A CN 1024473 C CN1024473 C CN 1024473C
- Authority
- CN
- China
- Prior art keywords
- marsh gas
- gas fermentation
- fermentation pool
- toilet
- pool
- 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.)
- Expired - Fee Related
Links
Images
Classifications
-
- Y02E50/343—
Landscapes
- Non-Flushing Toilets (AREA)
- Apparatus Associated With Microorganisms And Enzymes (AREA)
Abstract
The present invention relates to an ecological toilet which is improved on the basis of a present toilet. A feeding room of methane fermenting pools, two or more than two methane fermenting pools connected in series, a deslagging pool, a stirring hole, a water pressure room and a biological filtering pool are arranged under the ecological toilet. The roof of the ecological toilet is provided with planting soil and a fertilizer storing pool, and a methane liquid pipe and a running water pipe are connected to the roof of the ecological toilet. A reticular shell-breaking rack is arranged in each of the methane fermenting pools. The ecological toilet has the characteristics that the ecological toilet has the roof which can be used for greening, the appearance of the ecological toilet is beautiful, the feces is fully utilized, and the exhaust of the toilet completely conforms to the sanitary standard. Thereby, the ecological toilet is particularly suitable for a public toilet in a city.
Description
The invention belongs to a kind of bio-toilet that decontamination of human excreta treatment technology and eco-building technology are combined.
The processing of the feces of toilet in the city at present generally is to adopt ight soil through behind the septic tank, directly is discharged in the municipal sewage system, is discharged in the rivers and lakes by sewer then.Such processing is because short the demurrage in septic tank because of ight soil, and the germ in the ight soil, the parasitic ovum death rate are lower, and polluted water causes the germ reproduction diffusion easily, also can cause more serious consequence as direct polluted drinking water water source.In order to improve environmental sanitation, big quantity research and exploration have been done to the decontamination of human excreta treatment technology in countries in the world, and have proposed some technical schemes.Present representational decontamination of human excreta treatment technology has two kinds: set up sewage, ight soil treatment plant and adopt miasma septic tank.The former processing cost height is difficult for promoting the use of in China; The latter is owing to the structural reason of present employed miasma septic tank, and manure fermentation is insufficient, and ight soil meeting formation plate shell in miasma septic tank, causes the obstruction of pipeline easily.In addition, its profile of the lavatory in the existing city is not attractive in appearance, function singleness, and the roof is development and use not.
Task of the present invention is at existing lavatory and the existing weak point of excrement and urine treatment technology, provides a kind of cost low; Ight soil can not form the plate shell in fermentation vat; The lavatory discharging meets sanitary standard; The bio-toilet that roof, room facade can be afforested.
Task of the present invention is finished as follows: have chopped-off head marsh gas fermentation pool feed space, be cascaded mutually 2 or 2 above marsh gas fermentation pools, marsh gas fermentation pools on the ground in lavatory and go out slag bath, marsh gas fermentation pool poke hole, marsh gas fermentation pool hydraulic space, biological filter; Be provided with planting soil, frame, fertile pond, grain bin on the roof, lavatory; Natural pond liquid pipe and running water pipe are connected to the roof, lavatory.The final stage marsh gas fermentation pool joins by final stage marsh gas fermentation pool discharge nozzle, final stage marsh gas fermentation pool hydraulic space and biological filter.The inlet of natural pond liquid pipe is located in the final stage marsh gas fermentation pool hydraulic space.The import of final stage marsh gas fermentation pool feed pipe is located in the hydraulic space of prime marsh gas fermentation pool.Excrement groove joins by material guiding tube, feed space, feed pipe and chopped-off head marsh gas fermentation pool, wherein is provided with sedimentation basin in the feed space.The marsh gas fermentation pool poke hole is located at marsh gas fermentation pool and marsh gas fermentation pool goes out between the slag bath.In the marsh gas fermentation pool poke hole, be provided with motion stops.Be provided with check valve at marsh gas fermentation pool poke hole and marsh gas fermentation pool dirt-excluding groove joint.In marsh gas fermentation pool, be provided with by on the netted broken shell frame formed of broken shell sheet and following broken shell sheet.The biological filter is made up of the filter road more than 2 grades or 2 grades, and every grade of filter road is formed by last partition wall, following partition wall, filtration liner plate, cobble, wherein filters the bottom that liner plate two is separately fixed at partition wall and following partition wall, and cobble is deposited in and filters on the liner plate.Biogas in the marsh gas fermentation pool can be transported to the kitchen range use that acts as a fuel by being contained in wireway, biogas pipeline on the marsh gas fermentation pool removable cover.Natural pond liquid in the final stage marsh gas fermentation pool hydraulic space pumps in the fertile pond, grain bin on roof, lavatory, as water source, the source of manure of roof planting thing by natural pond liquid pipe, pump.
The present invention compares with excrement and urine treatment technology with existing lavatory, has following characteristics:
1, the roof in lavatory can be used to greening, is convenient to greening around the metope in lavatory reaches, and makes the lavatory good looking appearance generous;
2, owing to adopt water source, the source of manure of natural pond liquid as kind of plant, using water wisely on the one hand, to economize on fertile effect remarkable, and refuse is fully used, and protected environment;
3, owing in marsh gas fermentation pool, adopted netted broken shell frame, thereby thoroughly avoided the phenomenon that hardens of liquid level in marsh gas fermentation pool, prevented that pipeline is blocked;
4, owing to be provided with poke hole and motion stops, valve, avoided the precipitum caking in the marsh gas fermentation pool on the one hand, made that on the other hand the manure fermentation in the marsh gas fermentation pool is abundant, made the lavatory discharging meet sanitary standard fully on side, the main pond of fermentation.
5, the biogas that is produced in the marsh gas fermentation pool can be used as the fuel use.
The present invention is particularly suitable for the public lavatory in the city.
Below in conjunction with accompanying drawing, the invention will be further described by embodiment.
Description of drawings is as follows:
Fig. 1 is the structural representation of bio-toilet.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is the structural representation of chopped-off head marsh gas fermentation pool pond body.
Fig. 4 is the B-B sectional view of Fig. 2.
Fig. 5 is the structural representation of broken shell frame.
Fig. 6 is the structural representation of final stage marsh gas fermentation pool pond body.
Fig. 7 is the C-C sectional view of Fig. 2.
Fig. 8 is the structural representation of biological filter.
Fig. 9 is the D-D sectional drawing of Fig. 8.
Figure 10 is for filtering the structural representation of liner plate.
Figure 11 is methane pipeline figure.
2 or 2 above marsh gas fermentation pools 3 have chopped-off head marsh gas fermentation pool feed space 23 on the ground in lavatory, being cascaded mutually, 16, marsh gas fermentation pool goes out slag bath 28,36, marsh gas fermentation pool poke hole 27,34, marsh gas fermentation pool hydraulic space 21,33, biological filter 18; Be provided with planting soil 9, frame 11 on the roof, lavatory, store up fertile pond 13; Natural pond liquid pipe 14 and running water pipe 12 are connected to the roof, lavatory.Final stage marsh gas fermentation pool 16 joins with biological filter 18 by final stage marsh gas fermentation pool discharge nozzle 56, final stage marsh gas fermentation pool hydraulic space 33.The inlet of natural pond liquid pipe 14 is located in the final stage marsh gas fermentation pool hydraulic space 33.The import of final stage marsh gas fermentation pool feed pipe 20 is located in the hydraulic space 21 of prime marsh gas fermentation pool 3.Can find out obviously that from Fig. 1 and Fig. 6 the hydraulic space of this prime marsh gas fermentation pool also is as final stage marsh gas fermentation pool feed space simultaneously.Excrement groove joins by material guiding tube, feed space, feed pipe and chopped-off head marsh gas fermentation pool 3, wherein is provided with sedimentation basin 22 in the feed space 23.Marsh gas fermentation pool poke hole 27,34 is located at marsh gas fermentation pool 3,16 and goes out between the slag bath 28,36 with marsh gas fermentation pool.In marsh gas fermentation pool poke hole 27,34, be provided with motion stops 46,60.Be provided with check valve 48,62 in marsh gas fermentation pool poke hole 27,34 and marsh gas fermentation pool dirt-excluding groove 26,35 joints.In marsh gas fermentation pool 3,16, be provided with the netted broken shell frame of forming by last broken shell sheet 50 and following broken shell sheet 51 1,55.Biological filter 18 is made up of the filter road more than 2 grades or 2 grades, every grade of filter road is formed by last partition wall 68, following partition wall 67, filtration liner plate 63, cobble 66, wherein filter liner plate 63 two and be separately fixed at the bottom of partition wall 68 and following partition wall 67, cobble 66 is deposited on the filtration liner plate 63.Biogas in the marsh gas fermentation pool 3,16 can be transported to kitchen range 74 use that acts as a fuel by being contained in wireway 42,54, biogas pipeline 71 on the marsh gas fermentation pool removable cover 43,53.Natural pond liquid in the final stage marsh gas fermentation pool hydraulic space 33 pumps in the fertile pond 13, grain bin on roof, lavatory, as water source, the source of manure of roof planting thing 10 by natural pond liquid pipe 14, pump 17.
Ight soil processing procedure of the present invention is: the ight soil in the excrement groove 5 enters chopped-off head marsh gas fermentation pool feed space 23 by material guiding tube 4.Ight soil ferments through entering the chopped-off head main pond 37 of fermenting at chopped-off head marsh gas fermentation pool feed space 23 post precipitations by chopped-off head marsh gas fermentation pool feed pipe 24.The biogas that fermentation produces is transported to kitchen range 74 use that acts as a fuel by being contained in wireway 42, biogas pipeline 71 on the marsh gas fermentation pool removable cover 43; Natural pond liquid enters the subordinate main pond of fermenting by marsh gas fermentation pool discharge nozzle 2, marsh gas fermentation pool hydraulic space 21, marsh gas fermentation pool feed pipe 20 and ferments, and the biogas that fermentation produces can be used as fuel and uses.After ight soil fermented through the marsh gas fermentation pool more than 2 or 2, natural pond liquid entered in the final stage marsh gas fermentation pool hydraulic space 33 by final stage marsh gas fermentation pool discharge nozzle 56.Natural pond liquid part in the final stage marsh gas fermentation pool hydraulic space 33 pumps in the fertile pond 13, grain bin on roof, lavatory, as the water source and the source of manure of roof planting thing 10 by natural pond liquid pipe 14, pump 17; Another part natural pond liquid is discharged into by the gutter on the biological filter 18 19 in the sewer in city after filtering through biological filter 18.In order to make the manure fermentation in the marsh gas fermentation pool abundant, blocked in order to prevent the pipeline in the marsh gas fermentation pool, can be regularly or twitch the motion stops 46 that is located in the marsh gas fermentation pool poke hole 27,34 aperiodically, 60, ight soil, natural pond liquid in the marsh gas fermentation pool are stirred.
Claims (4)
1, a kind of bio-toilet, it comprises the overground part of being made up of excrement groove (5), floor (6), body of wall (7), shingle (8), planting soil (9), frame (11), running water pipe (12), natural pond liquid pipe (14), pump (17), position, hole (30), and by the marsh gas fermentation pool group with go out slag bath (28,36) under ground portion of being formed, wherein the marsh gas fermentation pool group comprise feed space (23), the main pond (37 of fermenting, 58), hydraulic space (21,33), it is characterized in that:
A, marsh gas fermentation pool group are to be made up of the marsh gas fermentation pool that is cascaded more than 2 or 2 (3,16) and biological filter (18), and wherein back one-level marsh gas fermentation pool (16) feed space is as the hydraulic space (21) of previous stage marsh gas fermentation pool;
B, excrement groove (5) join with chopped-off head marsh gas fermentation pool (3) by material guiding tube (4), feed space (23), feed pipe (24), wherein are provided with sedimentation basin (22) in the feed space (23);
C, final stage marsh gas fermentation pool (16) join with biological filter (18) by discharge nozzle (56), hydraulic space (33), and the inlet of natural pond liquid pipe (14) is located in the final stage marsh gas fermentation pool hydraulic space (33).
2, bio-toilet according to claim 1, it is characterized in that marsh gas fermentation pool (3,16) and marsh gas fermentation pool go out between the slag bath (28,36) to be provided with marsh gas fermentation pool poke hole (27,34), in marsh gas fermentation pool poke hole (27,34), be provided with motion stops (46,60), at marsh gas fermentation pool poke hole (27,34) be provided with check valve (48,62) with marsh gas fermentation pool dirt-excluding groove (26,35) joint.
3, bio-toilet according to claim 1 and 2 is characterized in that being provided with the netted broken shell frame of being made up of last broken shell sheet (50), following broken shell sheet (51) (1,55) in marsh gas fermentation pool (3,16).
4, bio-toilet according to claim 3, it is characterized in that biological filter (18) is made up of the filter road more than 2 grades or 2 grades, every grade of filter road is formed by last partition wall (68), following partition wall (67), filtration liner plate (63), cobble (66), wherein filter liner plate (63) two and be separately fixed at the bottom of partition wall (68) and following partition wall (67), cobble (66) is deposited in and filters on the liner plate (63).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN92101814A CN1024473C (en) | 1992-03-16 | 1992-03-16 | Ecological toilet |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN92101814A CN1024473C (en) | 1992-03-16 | 1992-03-16 | Ecological toilet |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1065313A CN1065313A (en) | 1992-10-14 |
CN1024473C true CN1024473C (en) | 1994-05-11 |
Family
ID=4939322
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN92101814A Expired - Fee Related CN1024473C (en) | 1992-03-16 | 1992-03-16 | Ecological toilet |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN1024473C (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1330591C (en) * | 2002-11-13 | 2007-08-08 | 王晓川 | Decentralizing treating and utilizing technology for zero discharging sewage |
CN105822093B (en) * | 2016-04-15 | 2018-08-24 | 无锡市华能电力设备制造有限公司 | A kind of fixed auto purification ecology public lavatory |
CN105735738B (en) * | 2016-04-15 | 2018-08-24 | 无锡市华能电力设备制造有限公司 | A kind of movable type auto purification ecology public lavatory |
-
1992
- 1992-03-16 CN CN92101814A patent/CN1024473C/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
CN1065313A (en) | 1992-10-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Koopman et al. | Autoflotation harvesting of algae from high-rate pond effluents | |
CN101928093B (en) | Distributed domestic sewage source separation treatment and reclamation method | |
CN102531293A (en) | Centralized treatment system for sewage in rural area | |
CN217077330U (en) | Rural black grey water disconnect-type ecological treatment facility | |
CN102167470A (en) | Ecological self-maintaining device of landscape water body | |
CN1024473C (en) | Ecological toilet | |
CN101863596B (en) | Sewage treatment system of secondary anaerobic horizontal baffling compound type artificial wetland and sewage treatment method thereof | |
CN207933136U (en) | A kind of microorganism remediation water body system | |
CN202465457U (en) | Centralized processing system of sewage in rural areas | |
CN101220333A (en) | Sludge gas technique of city dejecta | |
CN102285818A (en) | Domestic sewage and garbage collection treatment method based on decompression discharge technique | |
CN105481098B (en) | A kind of ecologic planting pond and ecological septic system | |
CN212982578U (en) | Integrated villages and towns sewage treatment system | |
CN2752255Y (en) | Life sewage devided-flow treatment device | |
CN2818472Y (en) | In situ composite reaction treater for domestic and fecal sewage | |
CN110526506A (en) | A kind of rural area ecology excrement processing system | |
CN109160702B (en) | Method suitable for comprehensive treatment of excrement in medium and small livestock farms | |
CN207918639U (en) | A kind of sustainable ecological wastewater treatment system | |
CN208166805U (en) | A kind of gravity rural sewage treatment system of no energy consumption | |
CN201109747Y (en) | Anaerobic-aerobic treatment system apparatus for countryside domesticity sewage | |
CN2801776Y (en) | Intermediate water treatment system | |
CN202011808U (en) | Ecology self-maintaining device for scenic water | |
CN101555084A (en) | Treatment method for rural sewage based on three-grid septic tank | |
CN213680661U (en) | Discharging device of rural household biogas device | |
CN85102278A (en) | The treatment process of low concentration fecal sewage from city and equipment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C15 | Extension of patent right duration from 15 to 20 years for appl. with date before 31.12.1992 and still valid on 11.12.2001 (patent law change 1993) | ||
OR01 | Other related matters | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |