CN201254492Y

CN201254492Y - TAIC high efficiency anaerobic reactor

Info

Publication number: CN201254492Y
Application number: CNU2008201044007U
Authority: CN
Inventors: 赵泽明; 秦家运
Original assignee: Individual
Current assignee: Individual
Priority date: 2008-07-17
Filing date: 2008-07-17
Publication date: 2009-06-10
Anticipated expiration: 2018-07-17

Abstract

The utility model discloses a TAIC high-efficiency anaerobic reactor, which comprises a first reaction chamber and a second reaction chamber which are mutually overlapped, a material charging/discharging pipe, a methane lifting pipe, a sludge circulation backflow pipe, a threephase separator and a gas-liquid separating tank; and the TAIC high-efficiency anaerobic reactor is characterized in that two overlapped reaction chambers have different height and diameter; the upper second reaction chamber is bigger than the lower first reaction chamber; the threephase separator is the threephase separator with spherical cap and inclined connecting pipes; a speed adjustable circulation backflow pump is arranged on the methane lifting pipe; the sludge circulation backflow pipe is directly communicated with the lower part of the material charging main pipe port; an automatic pressure control material charging tank is arranged on a material inlet; and the material charging main pipe is connected with a material distribution system arranged at the bottom of the first reaction chamber. The TAIC high-efficiency anaerobic reactor has the advantages that the reactor is provided with superhigh volumetric loading rate, the occupied area is small, the capital construction investment is saved, the gas generated ratio is high, the water yield purifying degree is high, and the anti shock loading capability is strong; thus being applied to the anaerobic treatment for various organic waste liquid with different concentration.

Description

A kind of TAIC high efficiency anaerobic reactor

Technical field

The utility model relates to anaerobic reactor, specifically is a kind of TAIC high efficiency anaerobic reactor.

Background technology

The higher anaerobic reactor of efficient is the IC anaerobic reactor at present, this reactor is superimposed two UASB reactors becomes straight tubular, its inside is provided with biogas-lift pipe and pump around circuit pipe, top is gas-liquid separator, compare with one UASB reactor, improved charging organic loading rate, realized the biogas-lift internal recycle, strengthened the capacity of resisting impact load of reactor etc., its deficiency is: incompatibility contains the feed liquid of solid suspension object height, the inner circulating reflux amount can not artificially be regulated, the mud that the pump around circuit pipe refluxes can not with charging thorough mixing early, collecting methane is also incomplete.

The utility model content

The purpose of this utility model be a kind of volumetric loading height will be provided, can realize internal recycle initiatively, factor of created gase height, TAIC high efficiency anaerobic reactor that capacity of resisting impact load is strong.

This reactor comprises synergetic first reaction chamber and second reaction chamber, feed-pipe, discharge nozzle, biogas-lift pipe, mud pump around circuit pipe, triphase separator, gas-liquid separation chamber etc., it is characterized in that: synergetic two reaction chamber height diameter differences, second top reaction chamber and the first following reaction chamber diameter are than being 6:5, aspect ratio is 1:2,12～30 meters of whole reactor height, aspect ratio 5～10.Triphase separator is a spherical crown inclination pipe connecting triphase separator, the biogas-lift pipe is provided with adjustable speed circulating sludge circulation return pipe, Control Circulation quantity of reflux that can be artificial, mud pump around circuit pipe directly is communicated with the total mouth of pipe of charging bottom, make mud mix fast reaction speed early with charging.Opening for feed is provided with automatic Regulation charging pond, and the charging house steward is connected with the cloth system of first reaction chamber bottom, and cloth is more even.Hydraulic type is adopted in charging, can automatic Regulation also can prevent to stop up, and opening for feed and discharge port are provided with the discrepancy in elevation, but automatic sludge discharge.

The inclination pipe connecting of described spherical crown inclination pipe connecting triphase separator is arranged on the dual-side at the first reaction chamber spherical crown top;

Described adjustable speed reflux pump is arranged on the riser tube top of first reaction chamber, outside second reaction chamber;

Described flow separator is two, respectively is provided with a gas-liquid separation pond at first reaction chamber with above second reaction chamber, is the first reaction chamber gas-liquid separation pond and the second reaction chamber gas-liquid separation pond.

The utility model has the advantages that: volumetric loading rate with extra-high-speed, exceed the IC reactor more than 1 times, floor space is little, initial cost is economized, wide adaptability, factor of created gase height, owing to can realize initiatively internal recycle, the mud pump around circuit is just mixed with feed liquid the charging house steward, and is provided with cloth system, and capacity of resisting impact load is strong.

Description of drawings

Fig. 1 is a TAIC structure of reactor synoptic diagram.

Among the figure: 1. automatic Regulation charging pond 2. opening for feeds 3. charging house stewards 4. cloth systems 5. first reaction chambers 6. second reaction chambers 7. triphase separators 8. riser tubes 9. adjustable speed circulation return pipes 10. first reaction chamber gas-liquid separation ponds 11. mud pump around circuit pipes, 12. biogas airways, 13. second reaction chamber gas-liquids are divided pipe connecting 14. second reaction chamber gas-liquid separation ponds 15. collecting methane covers, 16. natural pond liquid, natural pond slag upflow tube 17. end slag delivery pipe 18. inclination pipe connectings

Embodiment

With reference to Fig. 1, the utility model is by automatic Regulation charging pond 1, opening for feed 2, charging house steward 3, cloth system 4, first reaction chamber 5, second reaction chamber 6, triphase separator 7, riser tube 8, adjustable speed circulation return pipe 9, the first reaction chamber gas-liquid separator 10, mud pump around circuit pipe 11, biogas airway 12, the second reaction chamber gas-liquid is divided pipe connecting 13, gas-liquid separation pond, the second anti-chamber 14, collecting methane cover 15, natural pond liquid, natural pond slag upflow tube 16, end slag delivery pipe 17, inclination pipe connecting 18 is formed, second reaction chamber 6 be superimposed upon first reaction chamber 5 above, triphase separator 7 is arranged on the top of first reaction chamber 5, inclination pipe connecting 18 is arranged on the dual-side at first reaction chamber, 5 tops, top at the biogas-lift pipe 8 of first reaction chamber 5 is provided with adjustable speed circulation return pipe 9, the mud of the gas-liquid separation chamber 10 of first reaction chamber 5 is communicated with charging house steward 3 by pump around circuit pipe 11, above charging house steward 3 mouths of pipe 2 automatic Regulation charging pond 1 is set, charging house steward 3 is communicated with cloth system 4, end slag delivery pipe 17 is tilting in first reaction chamber 5 and second reaction chamber 6, pipe end is inserted into first reaction chamber, 5 bottoms, the other end opening is outside second reaction chamber 6, second reaction chamber, 6 gas-liquids divide pipe connecting 13 to connect the collecting methane cover 15 of second reaction chamber 6 and second reaction chamber 6, the gas and liquid collecting cover 10 of first reaction chamber 5 and

second reaction chamber

6 and 15 is communicated with natural pond liquid with biogas conduit 12, natural pond slag upflow tube 16 is communicated with the gas-liquid separation chamber 14 of second reaction chamber 6.

During operation; feed liquid enters charging house steward 3 by charging pond 1 by opening for feed 2; enter cloth system 4 by charging house steward 3; uniformly feed liquid is distributed in first reaction chamber 5 and the reaction of Sludge Bed seed activity mud thorough mixing by cloth system 4; reaction produces biogas and collects and make self power along the rising of riser tube 8 through triphase separator 7 fermented liquid in first reaction chamber 5 and mud are promoted in the first reaction chamber gas-liquid separation pond 10 of reactor head; isolated biogas is discharged from biogas airway 12; sludge water mixes liquid along mud pump around circuit pipe 11 backspace charging house stewards 3; enter first reaction chamber 5 by charging house steward 3 through cloth system 4 backflows; as when handling the higher suspension solid material and maybe will increase circular flow; can open adjustable speed circulation return pipe 9; thereby realize the active internal recycle of bottom feed liquid; waste water through 5 processing of first reaction chamber; automatically enter in second reaction chamber 6 by inclination pipe connecting 18; residual organic substances in the waste water can be by the further DeR of seed activity mud in second reaction chamber 6; waste water after biogas that produces and reaction purify divides pipe connecting 13 to enter in the second reaction chamber gas-liquid separation pond 14 by gas-liquid; biogas is collected by collecting methane cover 15; discharge by biogas airway 12; natural pond liquid; the natural pond slag overflows through upflow tube 16 drains; end slag delivery pipe 17 is discharged the desilting of reactor bottom or nondegradable solids by the pressure difference of upflow tube 16 with the end slag discharging mouth of pipe.

This reactor is owing to exist initiatively internal recycle, its water inlet organic loading rate height, and the factor of created gase height, capacity of resisting impact load is strong, can be widely used in the anaerobic treatment of the organic waste materials liquid of all kinds of different concns.

Claims

1, a kind of TAIC high efficiency anaerobic reactor, comprise synergetic first reaction chamber (5) and second reaction chamber (6), feed-pipe, discharge nozzle, biogas-lift pipe (8), mud pump around circuit pipe (11), triphase separator (7), the gas-liquid separation pond, it is characterized in that: synergetic two reaction chamber height diameter differences, top second reaction chamber (6) and following first reaction chamber (5) diameter ratio are 6: 5, aspect ratio is 1: 2, triphase separator (7) is a spherical crown inclination pipe connecting triphase separator, biogas-lift pipe (8) is provided with adjustable speed circulation return pipe (9), mud pump around circuit pipe (11) directly is communicated with charging house steward (a 3) mouthful bottom, opening for feed (2) is provided with automatic Regulation charging pond (1), charging house steward (3) is connected with the cloth system (4) of first reaction chamber (5) bottom, and opening for feed and discharge port are provided with the discrepancy in elevation.

2, a kind of TAIC high efficiency anaerobic reactor according to claim 1 is characterized in that: the inclination pipe connecting (18) of described spherical crown inclination pipe connecting triphase separator is arranged on the dual-side at first reaction chamber (5) spherical crown top.

3, a kind of TAIC high efficiency anaerobic reactor according to claim 1, it is characterized in that: described adjustable speed circulation return pipe (9) is arranged on the riser tube top of first reaction chamber (5), outside second reaction chamber (6).

4, a kind of TAIC high efficiency anaerobic reactor according to claim 1, it is characterized in that: the gas-liquid separation pond is two, on first reaction chamber (5), be provided with the first reaction chamber gas-liquid separation pond (10), on second reaction chamber (6), be provided with the second reaction chamber gas-liquid separation pond (14).

5, a kind of TAIC high efficiency anaerobic reactor according to claim 1, it is characterized in that: height for reactor is 12～30 meters, aspect ratio is 5～10.