CN203474528U - STAIC high-efficiency anaerobic reactor - Google Patents
STAIC high-efficiency anaerobic reactor Download PDFInfo
- Publication number
- CN203474528U CN203474528U CN201320462334.1U CN201320462334U CN203474528U CN 203474528 U CN203474528 U CN 203474528U CN 201320462334 U CN201320462334 U CN 201320462334U CN 203474528 U CN203474528 U CN 203474528U
- Authority
- CN
- China
- Prior art keywords
- pipe
- reactor
- reaction tank
- return line
- feed
- 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
Classifications
-
- 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
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model discloses an STAIC high-efficiency anaerobic reactor. The reactor comprises an upper UASB (Upflow Anaerobic Sludge Bed) anaerobic reaction tank, a lower UASB anaerobic reaction tank, a feeding pipe, a distributing pipe, a slag discharging pipe, a sludge returning pipe, a spherical-crown-shaped three-phase separator, an inclined connecting pipe, an ascending returning pipe, a speed-adjustable circulating pump, a gas-liquid separating chamber and a marsh gas pipe, wherein the upper UASB anaerobic reaction tank and the lower UASB anaerobic reaction tank are superimposed; the heights and the diameters of the two superimposed reaction tanks are respectively different from the height and the diameter of a TAIC anaerobic reactor; the diameter ratio of the upper UASB anaerobic reaction tank to the lower UASB anaerobic reaction tank is 5:4, and the height ratio is 1:4; the height of the whole reactor is 12-30m and the height-diameter ratio of the whole reactor is 3-6; the speed-adjustable circulating pump is arranged on the sludge returning pipe; the feeding pipe is provided with an automatic-traction returning circulator; a protective cover is arranged at a feeding pipe opening; a biogas-slurry and biogas-residue overflowing pipe is higher than the returning pipe; and the feeding pipe is provided with a back-washing switch. The reactor has the advantages that the volumetric gas production rate is high, the fermentation rate can be higher than that of the TAIC reactor by one time, the occupied area is smaller than that of the TAIC reactor, the infrastructure investment is greatly reduced, and the applicability is widened; and since feed liquid in a returning pool can be automatically tractioned, the blocking of the feed liquid in the pipeline is effectively prevented, the use benefit is improved and more importantly, the rush-out load resistance is improved.
Description
Technical field
The utility model relates to anaerobic reactor, specifically a kind of STAIC high efficiency anaerobic reactor.
Background technology
The higher anaerobic reactor of anaerobic reaction rate is TAIC anaerobic reactor (noting: TAIC anaerobic reactor is one of utility model people) at present, this reactor is superimposed two UASB reactors and form the up big and down small turriform in square section, its inside holds fermented feed liquid and carries out anaerobic reaction fermentation, inside two UASB stacks is provided with up return line, triphase separator, cloth tube, top is also provided with gas-liquid separator, active cycle pump, compare with IC in this case, TAIC anaerobic reactor has effectively improved the organic loading rate of charging, make it be easy to realize the interior moving circulation of feed liquid, and strengthened the impact resistance of anaerobic reactor.
Yet TAIC anaerobic reactor is in application for many years, and we have found that again new problem occurs: (1) inadaptable feed liquid containing solid suspension object height is carried out the internal recycle starting at initial stage.(2) feed liquid is difficult in container automatically or natural flow moves adjusting.(3) cannot accurately control the starting operation time of anaerobic reactor, cause the starting time longer.(4) the water outlet water level of anaerobic reactor is high, and container internal pressure increases, and requires pond body must increase resistance to compression coefficient, causes anaerobic reactor building cost to increase.
Utility model content
The purpose of this utility model is for overcoming the deficiencies in the prior art, and a kind of STAIC high efficiency anaerobic reactor is provided.
The technical scheme that realizes the utility model object is:
A kind of STAIC high efficiency anaerobic reactor, comprise the UASB anaerobic reation pool of upper and lower two stacks and feed-pipe, cloth tube, scum pipe, mud return line, spherical triphase separator and inclined connecting pipe, rising return line, adjustable speed recycle pump, gas-liquid separation chamber, biogas pipe, unlike the prior art:
Two reaction tank height of stack are all different from TAIC anaerobic reactor with diameter, and the diameter in upper and lower two ponds is than being 5:4, and the aspect ratio in upper and lower two ponds is 1:4, and the height of whole reactor is 12-30 rice, and aspect ratio is 3-6;
Adjustable speed recycle pump is arranged on mud return line;
On feed-pipe, be provided with automatic traction current circulator;
At the charging mouth of pipe, be provided with shield cap;
Ye He natural pond, natural pond slag upflow tube is higher than return line;
Feed-pipe is provided with back flushing switch.
The utility model has the advantages that: there is higher volume yield rate, the fermentation rate that can exceed TAIC reactor reaches 1 times, and floor space is less than TAIC reactor, initial cost significantly reduces, adaptability augmentation, due to feed liquid in the automatic traction current pipe of energy, has and has prevented that feed liquid is in ducted obstruction, improve utilization benefit, the anti-impact that what is more important has improved pond body goes out load.
Accompanying drawing explanation
Fig. 1 is the utility model STAIC high efficiency anaerobic reactor structural representation.
In figure: 1. automatically regulate on 10. times reaction tank gas-liquid separators 11. of feed tank automatic traction current circulator up return line 6. cloth system 7. adjustable speed recycle pump 8. times reaction tanks, 9. scum pipes of 4. feed-pipe 5. of 2. shield cap 3. reaction tank 13. inclined connecting pipe 14. pneumatic tube 15. melt cinder upflow tube 16. return line 17. triphase separators on reaction tank gas-liquid separator 12..
Embodiment
With reference to Fig. 1, the utility model is by automatic Regulation feed tank 1, shield cap 2, automatic traction current circulator 3, feed-pipe 4, up return line 5, cloth system 6, adjustable speed recycle pump 7, lower reaction tank 8, scum pipe 9, lower reaction tank gas-liquid separator 10, upper reaction tank gas-liquid separator 11, upper reaction tank 12, inclined connecting pipe 13, pneumatic tube 14, melt cinder upflow tube 15, return line 16, triphase separator 17 forms.Upper reaction tank 12 is superimposed upon above lower reaction tank 8, triphase separator and inclined connecting pipe are arranged on the top dual-side of lower reaction tank 8, adjustable speed recycle pump 7 is arranged on return line 16, lower reaction tank 8 respectively with up return line 5, lower reaction tank gas-liquid separator 10, return line 16, feed-pipe 4 is connected, automatically regulate 1 of feed tank respectively with automatic traction current circulator 3, feed-pipe 4 is connected, shield cap 2 is arranged on the top of automatic traction current circulator 3, feed-pipe 4 is connected with cloth system 6, scum pipe 9 is tilting in lower reaction tank 8 and upper reaction tank 12, the bottom of row's end slag pipe 9 is inserted in lower reaction tank 8 bottoms, mouth of pipe upper end open is in the outside of upper reaction tank 12, upper reaction gas liquid/gas separator 11 is connected with pneumatic tube 14 with lower reaction gas liquid/gas separator 10, melt cinder upflow tube 15 communicates with upper reaction tank 12.
During the operation of STAIC reactor, feed liquid enters automatic traction current circulator 3 from automatic adjusting feed tank 1 by shield cap 2, be pressed into feed-pipe 4 and form gravitation undershoot, lower reaction tank 8 inside with the compound of active particle by up return line 5, return line 16 is drawn in feed-pipe 4 and fully mixes, by cloth system 6, be evenly distributed in lower reaction tank 8 more afterwards, owing to thering is extremely strong descending surging force, the feed liquid that makes it to enter into lower reaction tank 8 can produce the effect that be uniformly mixed with the feed liquid of lower reaction tank 8, therefore, the feed liquid going up in reaction tank 12 or lower reaction tank 8 is all fully mixed, and start to occur effecting reaction, the biogas of output rises and collects via triphase separator 17, again then enter in up return line 5 with up return line 5 in gas-liquid mixed after form pneumatic up, in up return line 5, outer feed liquid has density difference, so cause the lifting force of a pneumatic rising, can automatically feed liquid be promoted through return line 16, feed-pipe 4, cloth system 6 refluxes in lower reaction tank 8, the biogas that produces by lower reaction tank gas-liquid separator 10, collect and enter into pneumatic tube 14.The feed liquid of tentatively degrading in the interior process of lower reaction tank 8 is in inclined connecting pipe 13 enters into instead with regard to pond 12, further react again degraded, mix natural pond liquid and discharge through melt cinder upflow tube 15, institute's biogas that produces, by upper reaction tank gas-liquid separator 11 collections, enters into pneumatic tube 14.Again because the feed liquid of the automatic traction current circulator 3 in the middle of STAIC inside reactor has descending surging force, there is pneumatic up power with the gas of up return line 5, thereby can impel, feed liquid in lower reaction tank 8 is automatical and efficient, high-speed circulating, starting and the working time of STAIC reactor have greatly been shortened, thereby reach, improve organic degradation speed, improve factor of created gase.
Claims (1)
1. a STAIC high efficiency anaerobic reactor, comprise the UASB anaerobic reation pool of upper and lower two stacks and feed-pipe, cloth tube, scum pipe, mud return line, spherical triphase separator and inclined connecting pipe, rising return line, adjustable speed recycle pump, gas-liquid separation chamber, biogas pipe, it is characterized in that:
Two reaction tank height of stack are all different from TAIC anaerobic reactor with diameter, and the diameter in upper and lower two ponds is than being 5:4, and the aspect ratio in upper and lower two ponds is 1:4, and the height of whole reactor is 12-30 rice, and aspect ratio is 3-6;
Adjustable speed recycle pump is arranged on mud return line;
On feed-pipe, be provided with automatic traction current circulator;
At the charging mouth of pipe, be provided with shield cap;
Ye He natural pond, natural pond slag upflow tube is higher than return line;
Feed-pipe is provided with back flushing switch.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320462334.1U CN203474528U (en) | 2013-07-31 | 2013-07-31 | STAIC high-efficiency anaerobic reactor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320462334.1U CN203474528U (en) | 2013-07-31 | 2013-07-31 | STAIC high-efficiency anaerobic reactor |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203474528U true CN203474528U (en) | 2014-03-12 |
Family
ID=50222900
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201320462334.1U Expired - Fee Related CN203474528U (en) | 2013-07-31 | 2013-07-31 | STAIC high-efficiency anaerobic reactor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203474528U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103992943A (en) * | 2014-05-25 | 2014-08-20 | 秦家运 | Horizontal type anaerobic reactor |
CN103992942A (en) * | 2014-05-25 | 2014-08-20 | 秦家运 | Feed-jet flow traction circulator |
-
2013
- 2013-07-31 CN CN201320462334.1U patent/CN203474528U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103992943A (en) * | 2014-05-25 | 2014-08-20 | 秦家运 | Horizontal type anaerobic reactor |
CN103992942A (en) * | 2014-05-25 | 2014-08-20 | 秦家运 | Feed-jet flow traction circulator |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202193660U (en) | Powerless self-circulation perfectly-stirred anaerobic reactor | |
CN103387286A (en) | STAIC high-efficiency anaerobic reactor | |
CN203474528U (en) | STAIC high-efficiency anaerobic reactor | |
CN201660495U (en) | Double-way circulating anaerobic reactor | |
CN104591379B (en) | A kind of anaerobic reactor of the sewage for processing containing mud | |
CN201254492Y (en) | TAIC high efficiency anaerobic reactor | |
CN103103215B (en) | Gradient circulation stirring method in marsh gas reactor and anaerobic reactor thereof | |
CN202849157U (en) | Internal circulation anaerobic fluidized membrane bioreactor | |
CN102897909A (en) | Self-circulation anaerobic reactor | |
CN104556565A (en) | CO2 product in-situ electrochemical reduction anaerobic reactor | |
CN201923878U (en) | Pulse injection internal circulation anaerobic reactor | |
CN202440509U (en) | Gas stripping convective circulation anaerobic digestion reactor | |
CN102586095B (en) | Gas stripping convective circulation anaerobic digestion reactor | |
CN101323487B (en) | Taic anaerobic reactor | |
CN204939083U (en) | A kind of eddy flow sludge classification anaerobic ammonia oxidation reactor | |
CN204897526U (en) | A compound anaerobic reactor of high load capacity for handling high suspended solid material | |
CN203319762U (en) | Self-circulation anaerobic reactor | |
CN201648110U (en) | Airlift expanded bed anaerobic bioreactor | |
CN208717136U (en) | A kind of organic matter anaerobic reactor | |
CN101781022B (en) | Anaerobic bioreactor of air -lift type expanded bed | |
CN102191171B (en) | Multifunctional composite methane apparatus | |
CN105692895B (en) | A kind of anaerobism is interior to recycle hydrogen-manufacturing reactor | |
CN207254286U (en) | A kind of reactor novel internal structure | |
CN203065477U (en) | Anaerobic reactor | |
CN221191855U (en) | Anaerobic biological reaction device for wastewater |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140312 Termination date: 20140731 |
|
EXPY | Termination of patent right or utility model |