CN201473388U - Secondary floating-prevented sludge circulation device - Google Patents

Secondary floating-prevented sludge circulation device Download PDF

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Publication number
CN201473388U
CN201473388U CN2009203029453U CN200920302945U CN201473388U CN 201473388 U CN201473388 U CN 201473388U CN 2009203029453 U CN2009203029453 U CN 2009203029453U CN 200920302945 U CN200920302945 U CN 200920302945U CN 201473388 U CN201473388 U CN 201473388U
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China
Prior art keywords
mud
sludge
return pipe
reflux
sludge return
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Expired - Fee Related
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CN2009203029453U
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Chinese (zh)
Inventor
朱文芳
王小华
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Individual
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Individual
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Priority to CN2009203029453U priority Critical patent/CN201473388U/en
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

The utility model relates to sewage treatment equipment, in particular to a secondary floating-prevented sludge circulation device. A sludge collection shade is arranged at the lower end of the sludge circulation pipeline of the device, and the upper end thereof is connected with a sludge path and an airflow passage; a reverse checkvalve is arranged in the airflow passage; a ring-shaped air distribution pipe is arranged on the sludge collection shade; the sludge collection shade plays a role of collecting sludge, the blown sludge can be kept in s certain range, and at the same time, the sludge collection shade can also play a stream guidance role to the pumping process of a peristaltic pump, thereby improving the sludge pumping efficiency.

Description

The mud reflux of anti-secondary come-up
Technical field
The utility model relates to a kind of sewage disposal device, relates in particular to a kind of mud reflux.
Background technology
Bioremediation has been widely used in the middle of the treating processes of various waste water, and also there is wider space in the research of himself.Generally speaking, the operation of the biological treatment of waste water all needs to carry out mud and refluxes, for example be back to the initiating terminal of treatment process, keep the concentration of mud and, make biological treatment integral body can keep stablizing and high-level efficiency the adaptability of processing waste water from second pond.
But in the actual moving process, the degree of difficulty that the higher viscosity of mud refluxes mud greatly increases.Simultaneously, if mud refluxes inhomogeneous and return flow can not satisfy requiring of technology the time, original sedimentary mud can lump and emerge, and forms the secondary come-up, directly influences the water quality (COD etc.) of water outlet.
Traditional mud reflux technique is to adopt fixed returned sluge pipeline, in conjunction with the flow characteristics and the action of gravity of mud, extracts the front end of mud to corresponding biological treatment from mud-collecting slot.As the patent No. is the mud reflux of the disclosed no energy consumption sewage disposal device of CN01213872.X, comprise pollution discharge pond, be equipped with in it and lead to outer blow-off pipe, filter inleting pipe is housed in the mudpan, filter inleting pipe inserts the filtration vessel bottom that a material filtrate is housed, and the mudpan bottom is equipped with unidirectional sludge valve and mud return line, on another partition wall top water outlet is arranged.This patent structure is simply compact, make easy to use, simple and convenient management, safe and reliable, the cycle of drawing clearly is long, but because the viscosity of mud itself makes this patent design still can't avoid accidental mud rising phenomenon in mud refluxes this process, especially for these large-scale Sewage treatment systemss (terminal away from initial end), then need higher power, the existence of mud viscosity makes reflux course that the problem that refluxes and have some setbacks even block because of the not enough pipeline of power can take place.
Summary of the invention
Above-mentioned for solving owing to the higher viscosity of mud, the secondary come-up of the mud that causes caking, and uneven mud density makes a mud backflow difficult technologies difficult problem, the mud reflux that the utility model provides a kind of anti-secondary to float.
The utility model is a kind of mud reflux of anti-secondary come-up, comprise sludge return pipe, sludge sump, sludge return pipe is placed in this sludge sump, the sludge return pipe lower end is provided with collection mud cover, the upper end of sludge return pipe is communicated with road and gas channel, be provided with reverse checkvalve in the gas channel, described collection mud cover is provided with annular gas distribution pipe, the annular gas distribution pipe is communicated to collection mud cover inside at a certain angle by plurality of nozzles, and described sludge return pipe is connected with telescoping handle by angle demodulator.The collection mud cover of the utility model design plays the effect of collection mud, the mud that blows afloat is controlled in the respective range, collect the mud cover simultaneously and can also play the effect of water conservancy diversion the aspiration procedure of peristaltic pump, thereby reinforcement pumping efficiency, inhaling under the limited prerequisite of journey, efficiently finish the following flow organization effect of inhaling, the raising mud extraction efficiency served of mud in the collection mud cover.One of pipeline is normal sludge return pipe, and another then is the gas channel by reverse checkvalve and air UNICOM, and reverse checkvalve is opened when forming negative pressure in the line clogging sludge pipe, and introducing air prevents the obstruction of pipeline.At the variation of sludge settling position normal direction, annular gas distribution pipe can dynamically be adjusted in the collection mud cover and the angle of nozzle, strengthens the efficient of pressure-vaccum.Concrete difference according to the differing capacities device degree of depth, but the handle portion of device is set to the concertina type of manual regulation in actual application, in addition, by the angle that angle demodulator can be regulated vertical sludge return pipe and telescoping handle easily, allow this mud reflux can move to any old place of sludge sump.
As preferably, described collection mud cover bottom margin place is provided with some pillars.The pillar of collection mud cover bottom margin device can be used for preventing to collect the mud shroud rim and contacts too closely with mud, reduces resistance and is convenient to collect moving of mud cover.
As preferably, described collection mud cover is tapered, and the lower opening cross section is more than 10 times of sludge return pipe.The collection mud cover that design has enough areas can stop effectively that mud disperses come-up, can play the effect that reinforcement sludge reclaims simultaneously.
As preferably, described annular gas distribution pipe connects aeration pump by the tracheae branch road.The work of aeration pump is constantly by rami tracheales road direction annular gas distribution pipe air feed, and annular gas distribution pipe sprays air-flow with different angles by nozzle in collection mud cover, the mud that sticks at the bottom of the pond is blown afloat, so that reflux, different angles can be controlled the angle that mud rises.
As preferably, be provided with in the middle part of the described telescoping handle and hold back tube support.Hold back tube support and the mud tube portion can be converged in the corresponding position.
As preferably, described sludge return pipe connects peristaltic pump by road.The work of peristaltic pump constantly is back to the front end oxidation pond by sludge return pipe with mud.Generally do not adopt continuous operation, and adopt the periodic running method, the resting period need be adjusted accordingly according to handled waste water quality and the treatment process feature that is adopted.
As preferably, the pipeline of described road and tracheae branch road all adopts flexible materials.Flexible materials can guarantee that mud refluxes smoothly, also makes things convenient for moving arbitrarily of mud reflux.
As preferably, described gas channel outer port part is provided with the clear liquid capsule.In sludge return pipe, form negative pressure, and when opening reverse checkvalve, the lubricant in the clear liquid capsule can in sucking sludge return pipe, gas channel help to accelerate backflow efficient along the mud in threading a pipe just.
As preferably, described telescoping handle connects outside power equipment.Improve mud reflux level of automation.
The utility model is a kind of reflux of mud efficiently, it plays the effect of collection mud by taper collection mud cover, the mud that blows afloat is controlled in the respective range, collect the mud cover simultaneously and can also play the effect of water conservancy diversion the aspiration procedure of peristaltic pump, thereby the reinforcement pumping efficiency is being inhaled under the limited prerequisite of journey, and that efficiently finishes mud in the collection mud cover serves the flow organization effect of inhaling down, improve the mud extraction efficiency, prevent the secondary come-up of mud.In addition, by the gas channel of reverse checkvalve and air UNICOM, open when forming negative pressure in the line clogging sludge pipe, introducing air prevents the obstruction of pipeline, and it is more smooth and easy to allow mud reflux, and sludge concentration is more even.
Description of drawings
Accompanying drawing 1 is a kind of synoptic diagram of the present utility model;
Accompanying drawing 2 is vertical views of accompanying drawing 1;
Accompanying drawing 3 is the enlarged views of local A in the accompanying drawing 1.
Number in the figure is: 1, sludge return pipe, 2, sludge sump, 3, collection mud cover, 4, pillar, 5, road, 6, gas channel, 7, reverse checkvalve, 8, the clear liquid capsule, 9, annular gas distribution pipe, 10, the tracheae branch road, 11, nozzle, 12, angle demodulator, 13, telescoping handle, 14, hold back tube support.
Embodiment
Present embodiment is a kind of reflux of mud efficiently, comprise sludge return pipe 1, sludge sump 2, sludge return pipe is placed in this sludge sump, the sludge return pipe lower end is provided with collection mud cover 3, collection mud cover is a pyramid type, and the lower opening cross section is more than 10 times of sludge return pipe, and collection mud cover bottom margin place is provided with some pillars 4.The upper end of sludge return pipe is communicated with road 5 and gas channel 6, sludge return pipe connects peristaltic pump by this road, be provided with reverse checkvalve 7 in the gas channel, the gas channel outer port part is provided with clear liquid capsule 8, described collection mud cover is provided with annular gas distribution pipe 9, the annular gas distribution pipe connects aeration pump by tracheae branch road 10, the annular gas distribution pipe the other end is communicated to collection mud cover inside at a certain angle by 6 equally distributed nozzles 11, the pipeline of road and tracheae branch road all adopts flexible materials, described sludge return pipe is connected with telescoping handle 13 by angle demodulator 12, and this telescoping handle middle part is provided with holds back tube support 14.
After starting power supply, aeration pump and peristaltic pump are worked simultaneously, aeration pump is input to air in the annular gas distribution pipe by the tracheae branch road with certain pressure, and annular gas distribution pipe is expelled to collection mud cover by 6 nozzles at a certain angle with air, the trunk portion of described nozzle is belled two pipelines, and the angle of the socket extent control injection stream by two pipelines is when nozzle and normal direction angle are big, air-flow is concentrated, and can blow afloat the stronger mud of viscosity; And when nozzle and normal direction angle more as a child, air-flow disperses, and can use up the large-area mud that blows afloat, for the suction of going up of mud is prepared.If the viscosity of mud is not high, can not open aeration pump, and directly draw mud by peristaltic pump, reduce energy consumption.The suction mud of peristaltic pump has limited power, except the mode that mud blown afloat by annular gas distribution pipe to reduce the mud backflow difficulty, gas channel is also established on mud return line top, in gas channel, be provided with reverse checkvalve, when since sewage sludge viscosity too high, have some setbacks even when stopping up and make to reflux, higher pressure in the pipe can make reverse checkvalve open automatically, the air that enters in the mud return line helps return velocity, while gas channel outer port part is provided with the clear liquid capsule can inject certain lubricant to help the mud backflow, and reverse checkvalve relies on elasticity to close when pipeline pressure returns to a certain degree.All are served the suction process down and all carry out in the space between at the bottom of collection mud cover and the sludge sump, such space of comparatively sealing, effectively play the effect of collection mud, the mud that blows afloat is controlled in the respective range, collects the effect that the mud cover can also play water conservancy diversion to the aspiration procedure of peristaltic pump simultaneously, thereby strengthen pumping efficiency, inhaling under the limited prerequisite of journey, efficiently finish following the serving of mud in the collection mud cover and inhale the flow organization effect, prevent the generation of secondary come-up, improve the mud extraction efficiency.Described angle demodulator moves the angle of regulating between telescoping handle and the sludge return pipe by mobile pole in the chute of telescoping handle, can allow the mud reflux move to any one position of sludge sump.Telescoping handle is that two sleeves connect and form, and forms the handle of different lengths by being fixed on different positions, so that manual type is operated.Telescoping handle middle part is provided with holds back the fixedly road that extends out of sludge return pipe top of tube support.This covering device does not generally adopt continuous operation, and adopts the periodic running method, and the resting period need be adjusted accordingly according to handled waste water quality and the treatment process feature that is adopted.

Claims (9)

1. the mud reflux of an anti-secondary come-up, comprise sludge return pipe (1), sludge sump (2), it is characterized in that: described sludge return pipe lower end is provided with collection mud cover (3), the upper end of sludge return pipe is communicated with road (5) and gas channel (6), be provided with reverse checkvalve (7) in the gas channel, described collection mud cover is provided with annular gas distribution pipe (9), the annular gas distribution pipe is communicated to collection mud cover inside at a certain angle by plurality of nozzles (11), and described sludge return pipe is connected with telescoping handle (13) by angle demodulator (12).
2. the mud reflux of anti-secondary come-up according to claim 1 is characterized in that described collection mud cover bottom margin place is provided with some pillars (4).
3. the mud reflux of anti-secondary come-up according to claim 1 and 2 it is characterized in that described collection mud cover is tapered, and the lower opening cross section is more than 10 times of sludge return pipe.
4. the mud reflux of anti-secondary come-up according to claim 1 is characterized in that described annular gas distribution pipe connects aeration pump by tracheae branch road (10).
5. the mud reflux of anti-secondary come-up according to claim 1 is characterized in that, described telescoping handle middle part is provided with holds back tube support (14).
6. the mud reflux of anti-secondary come-up according to claim 1 is characterized in that described sludge return pipe connects peristaltic pump by road.
7. the mud reflux of anti-secondary come-up according to claim 1 is characterized in that the pipeline of described road and tracheae branch road all adopts flexible materials.
8. the mud reflux of anti-secondary come-up according to claim 1 is characterized in that described gas channel outer port part is provided with clear liquid capsule (8).
9. the mud reflux of anti-secondary come-up according to claim 1 is characterized in that described telescoping handle connects outside power equipment.
CN2009203029453U 2009-05-08 2009-05-08 Secondary floating-prevented sludge circulation device Expired - Fee Related CN201473388U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009203029453U CN201473388U (en) 2009-05-08 2009-05-08 Secondary floating-prevented sludge circulation device

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Application Number Priority Date Filing Date Title
CN2009203029453U CN201473388U (en) 2009-05-08 2009-05-08 Secondary floating-prevented sludge circulation device

Publications (1)

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CN201473388U true CN201473388U (en) 2010-05-19

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102491469A (en) * 2011-12-13 2012-06-13 郑州大学 Integrated precipitating and mud collection backflow device
CN104289014A (en) * 2014-09-30 2015-01-21 天津市联合环保工程设计有限公司 Portable small sludge discharge device for cleaning secondary sedimentation tank
CN105906173A (en) * 2016-07-12 2016-08-31 林映津 Repairing method and repairing device of black and odorous river water
CN108328726A (en) * 2018-01-24 2018-07-27 同济大学 A kind of circulating EGSB reaction units and the sewage water treatment method based on the device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102491469A (en) * 2011-12-13 2012-06-13 郑州大学 Integrated precipitating and mud collection backflow device
CN104289014A (en) * 2014-09-30 2015-01-21 天津市联合环保工程设计有限公司 Portable small sludge discharge device for cleaning secondary sedimentation tank
CN105906173A (en) * 2016-07-12 2016-08-31 林映津 Repairing method and repairing device of black and odorous river water
CN105906173B (en) * 2016-07-12 2022-02-22 林映津 Repair method and device for treating black and odorous river water
CN108328726A (en) * 2018-01-24 2018-07-27 同济大学 A kind of circulating EGSB reaction units and the sewage water treatment method based on the device

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100519

Termination date: 20120508