CN206814502U - The biochemical backflow oxygenate apparatus of suspension depthkeeping - Google Patents

The biochemical backflow oxygenate apparatus of suspension depthkeeping Download PDF

Info

Publication number
CN206814502U
CN206814502U CN201720560320.1U CN201720560320U CN206814502U CN 206814502 U CN206814502 U CN 206814502U CN 201720560320 U CN201720560320 U CN 201720560320U CN 206814502 U CN206814502 U CN 206814502U
Authority
CN
China
Prior art keywords
backflow
suspension
pipe
air releasing
releasing tube
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.)
Active
Application number
CN201720560320.1U
Other languages
Chinese (zh)
Inventor
陈佳霖
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING DONGFANG TONGHUA TECHNOLOGY Co.,Ltd.
Original Assignee
陈佳霖
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 陈佳霖 filed Critical 陈佳霖
Priority to CN201720560320.1U priority Critical patent/CN206814502U/en
Application granted granted Critical
Publication of CN206814502U publication Critical patent/CN206814502U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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

Sewage disposal backflow oxygenate apparatus technical field is the utility model is related to, discloses a kind of biochemical backflow oxygenate apparatus of suspension depthkeeping.The utility model buoyancy tank bottom hung, it is vertically arranged air releasing tube and flows back to be oxygenated and manage, the bottom of backflow oxygenation pipe is provided with hush panel, top opening setting;Backflow oxygenation pipe inner vertical is provided with air releasing tube, and the axis of backflow oxygenation pipe and air releasing tube overlaps;The top of air releasing tube is stretched out the top of backflow oxygenation pipe, is connected by air delivering pipeline with air blower, sets gas to discharge micropore on the lower sides of air releasing tube;The upper outside of air releasing tube is arranged and is fixed with diffusing disk, and the diffusing identity distance of diffusing disk is oxygenated the 10mm of top 5 of pipe from backflow;The through hole for being connected with short tube, the short tube other end and dredging tube plugged and fixed are uniformly offered in hush panel.The utility model integrates oxygenation, mixes and flow back, without being fixedly mounted.

Description

The biochemical backflow oxygenate apparatus of suspension depthkeeping
Technical field
Sewage disposal backflow oxygenate apparatus technical field is the utility model is related to, it is biochemical more particularly to a kind of suspension depthkeeping Flow back oxygenate apparatus.
Background technology
Anaerobic- anoxic- oxic(AAO)Biochemical sewage treatment system usually requires outfit aeration oxygenator, mixed liquor stirs Mix device and sludge refluxing apparatus.Wherein aeration oxygenator is used to provide dissolved oxygen for microorganism aerobic breathing, and mixed liquor stirs Mix device to be used to provide stirring power for anaerobic-anoxic mixed liquor, sludge refluxing apparatus is used for biochemical sewage treatment system denitrogenation Sludge reflux.Existing aeration oxygenator, mixing alloy melt stirring device and sludge refluxing apparatus are the mutual only of fixed installation Vertical equipment, installation pipeline is complicated, it is necessary to other corollary equipments, and need to be independently arranged, while needs independent maintenance, due to respectively setting It is standby to be fixedly installed on different positions, not only increase maintenance and the difficulty safeguarded, while improve the operation of processing system into Sheet and maintenance cost.
Utility model content
The utility model provides one kind and integrates oxygenation, mixes and flow back, and the suspension depthkeeping without fixed installation is biochemical Flow back oxygenate apparatus.
The technical problem of solution is:Existing aeration oxygenator, mixing alloy melt stirring device and sludge refluxing apparatus are solid Dingan County's dress, the equipment being independently arranged, operating cost and maintenance cost are high.
In order to solve the above technical problems, the utility model adopts the following technical scheme that:
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, including buoyancy tank, diffusing disk, air releasing tube, backflow fill Oxygen pipe and dredging tube;The buoyancy tank bottom hung, backflow oxygenation pipe and air releasing tube are vertically arranged, the backflow oxygenation pipe Bottom is provided with hush panel, the open setting in top;Backflow is oxygenated pipe inner vertical and is provided with air releasing tube, backflow oxygenation pipe and sky The axis of gas release pipe overlaps;Stretch out the top of backflow oxygenation pipe, pass through appendix in the top of the air releasing tube Road is connected with air blower, and the top of air releasing tube is fixed by the inside top wall of support and backflow oxygenation pipe, air release The bottom of pipe and the hush panel of backflow oxygenation bottom of the tube are welded and fixed, and set gas to release on the lower sides of the air releasing tube Put micropore;The upper outside of the air releasing tube is arranged and is fixed with diffusing disk, and the diffusing identity distance of diffusing disk is oxygenated from backflow The top 5-10mm of pipe;The through hole for being connected with short tube, the short tube other end and dredging tube grafting are uniformly offered in the hush panel It is fixed.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, further, the buoyancy tank is volume 30-50L circle Cylindricality casing, is made of steel.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, further, the buoyancy tank bottom plate center is provided with extension Part, the air releasing tube top are connected by suspension strop with suspension member.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, further, the length of the suspension strop is 1-2m.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, further, the backflow oxygenation pipe is internal diameter 150- 250mm steel pipe, length 1.5-2m.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, further, support is by one group of support bar group into support The quantity of bar is 3-5 roots, support bar is uniformly distributed along air releasing tube periphery, both ends respectively with air releasing tube lateral wall and return Stream oxygenation pipe madial wall is welded and fixed, and the support bar is made of band steel.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, further, the distribution of the gas release micropore are high It is external diameter 15-25mm steel pipe to spend for 5-10mm, the air releasing tube.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, further, the diffusing disk is the diaphragm of umbrella Disc type air deflector.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, further, the quantity of the through hole is 4-6, institute It is plastics or rubber hose to state dredging tube.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping compared with prior art, has the advantages that:
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping is simple in construction, without being fixedly mounted, is suspended in water, only By adjusting the length of suspension strop, adjust the position of dredging tube, eliminate aeration oxygenator, mixing alloy melt stirring device and The fixed installation of the equipment such as sludge refluxing apparatus, the waste of human resources being avoided, application is more flexible, convenient, easy to maintenance, It is convenient, maintenance and the difficulty safeguarded are reduced, has been greatly reduced the operating cost and maintenance cost of system.
The biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping integrates oxygenation, mixes and flow back, former based on air lift Reason, microbubble is formed in backflow oxygenation bottom of the tube, microbubble drives the sludge of bottom of pond to suck during rising, completes sludge Backflow;During gas and liquid mixture rises, the oxygen in air is dissolved in liquid, realizes aeration aerating process;Backflow is filled Gas and liquid mixture in oxygen pipe is discharged from top, the water conservancy diversion through diffusing disk, is uniformly disperseed to surrounding, with backflow oxygenation pipe surrounding Water mixes, and realizes the function of stirring;Device structure is simplified, effectively increases energy utilization rate.
The biochemical backflow oxygenate apparatus of suspension depthkeeping of the present utility model is described further below in conjunction with the accompanying drawings.
Brief description of the drawings
Fig. 1 is the structural representation of the biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping;
Fig. 2 is the structural representation of support;
Fig. 3 is the partial structural diagram that gas discharges micropore.
Reference:
1- buoyancy tanks;11- suspension members;2- suspension strops;3- backflow oxygenation pipes;4- air releasing tubes;41- gases discharge micropore;5- Diffusing disk;6- short tubes;7- dredging tubes;8- supports;81- support bars.
Embodiment
As shown in figure 1, the biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping includes buoyancy tank 1, diffusing disk 5, air and released Put pipe 4, backflow oxygenation pipe 3 and dredging tube 7;Buoyancy tank 1 is cylindrical box, is made of steel, and the volume of buoyancy tank 1 is 30- 50L;The bottom hung of buoyancy tank 1 sets air releasing tube 4 and backflow oxygenation pipe 3, and the bottom plate center of buoyancy tank 1 is provided with suspension member 11, air The top of release pipe 4 is connected by suspension strop 2 with suspension member 11, and the length of suspension strop 2 is 1-2m, is made of steel wire rope or cable wire; Backflow oxygenation pipe 3 is is vertically arranged, internal diameter 150-250mm steel pipe, and the bottom that backflow is oxygenated pipe 3 is provided with hush panel, top opens Mouth is set, and the length of backflow oxygenation pipe 3 is 1.5-2m;The backflow oxygenation inner vertical of pipe 3 is provided with air releasing tube 4, and backflow is filled The axis of oxygen pipe 3 and air releasing tube 4 overlaps, air releasing tube 4 be external diameter 15-25mm steel pipe, air releasing tube 4 Top stretch out the top of backflow oxygenation pipe 3, be connected with air blower by air delivering pipeline, the top of air releasing tube 4 passes through branch The inside top wall of frame 8 and backflow oxygenation pipe 3 is fixed, and the hush panel of the bottom and backflow oxygenation pipe 3 bottom of air releasing tube 4 is welded Fixation is connect, sets gas to discharge micropore 41 on the lower sides of air releasing tube 4, as shown in figure 3, point of gas release micropore 41 Cloth is highly 5-10mm;As shown in Fig. 2 support 8 is made up of one group of support bar 81, the quantity of support bar 81 is 3-5 roots, support bar 81 are uniformly distributed along the periphery of air releasing tube 4, both ends are welded with the lateral wall of air releasing tube 4 and backflow oxygenation pipe 3 madial wall respectively Fixation is connect, support bar 81 is made of band steel;The upper outside of air releasing tube 4 is arranged with diffusing disk 5, and diffusing disk 5 is pushed up with side Silk is fixed on air releasing tube 4, and diffusing disk 5 is the diaphragm disc type air deflector of umbrella, and the diffusing identity distance of diffusing disk 5 is from backflow It is oxygenated the top 5-10mm of pipe 3;The through hole of connection short tube 6 is uniformly offered in the hush panel of backflow oxygenation pipe 3 bottom, through hole Quantity is 4-6, and the other end of short tube 6 and the plugged and fixed of dredging tube 7, dredging tube 7 is plastics or rubber hose.
The course of work of the biochemical backflow oxygenate apparatus of the utility model suspension depthkeeping, specifically includes following steps:
Step 1: placing the device in pond, buoyancy tank 1 is suspended on the water surface, is adjusted the length of suspension strop 2, will be inhaled mud Pipe 7 is stretched into the sludge of bottom of pond;
Step 2: air blower pumps air into air releasing tube 4, air from top to bottom, the bottom of air releasing tube 4 with Microbubble form is separated out to backflow oxygenation pipe 3 bottom;
Step 3: microbubble rises, lifting force is produced to liquid in backflow oxygenation pipe 3, by the sludge of pond bottom of pond through inhaling In the suction backflow oxygenation pipe 3 of mud pipe 7;
Step 4: mixing wastewater with air liquid, during rising, the oxygen in air is transferred in liquid;
Step 5: mixing wastewater with air liquid is discharged from the top of backflow oxygenation pipe 3, through the water conservancy diversion of diffusing disk 5, backflow is spread to periphery The process for forming dynamic agitation in the water around pipe 3 in pond is oxygenated, sludge natural subsidence is to bottom of pond in mixed liquor, again Backflow oxygenation pipe 3 is sucked by dredging tube 7, iterative cycles, realizes purification and the biological denitrificaion of sewage.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality New scope is defined, and on the premise of the utility model design spirit is not departed from, those of ordinary skill in the art are to this The various modifications and improvement that the technical scheme of utility model is made, the protection of the utility model claims book determination all should be fallen into In the range of.

Claims (9)

1. the biochemical backflow oxygenate apparatus of suspension depthkeeping, it is characterised in that:Including buoyancy tank(1), diffusing disk(5), air releasing tube (4), backflow oxygenation pipe(3)And dredging tube(7);The buoyancy tank(1)Bottom hung, it is vertically arranged air releasing tube(4)And backflow Oxygenation pipe(3), the backflow oxygenation pipe(3)Bottom be provided with hush panel, top is open sets;Backflow oxygenation pipe(3)Inside is perpendicular Directly it is provided with air releasing tube(4), backflow oxygenation pipe(3)With air releasing tube(4)Axis overlap;The air is released Put pipe(4)Top stretch out backflow oxygenation pipe(3)Top, be connected with air blower by air delivering pipeline, air releasing tube(4)'s Top passes through support(8)With backflow oxygenation pipe(3)Inside top wall fix, air releasing tube(4)Bottom with backflow be oxygenated Pipe(3)The hush panel of bottom is welded and fixed, the air releasing tube(4)Lower sides on set gas discharge micropore(41); The air releasing tube(4)Upper outside be arranged and be fixed with diffusing disk(5), diffusing disk(5)Diffusing identity distance filled from backflow Oxygen pipe(3)Top 5-10mm;Connection short tube is uniformly offered in the hush panel(6)Through hole, short tube(6)The other end is with inhaling Mud pipe(7)Plugged and fixed.
2. the biochemical backflow oxygenate apparatus of suspension depthkeeping according to claim 1, it is characterised in that:The buoyancy tank(1)To hold Product 30-50L cylindrical box, is made of steel.
3. the biochemical backflow oxygenate apparatus of suspension depthkeeping according to claim 1, it is characterised in that:The buoyancy tank(1)Bottom plate Center is provided with suspension member(11), the air releasing tube(4)Top passes through suspension strop(2)With suspension member(11)Connection.
4. the biochemical backflow oxygenate apparatus of suspension depthkeeping according to claim 3, it is characterised in that:The suspension strop(2)'s Length is 1-2m.
5. the biochemical backflow oxygenate apparatus of suspension depthkeeping according to claim 1, it is characterised in that:The backflow oxygenation pipe (3)For internal diameter 150-250mm steel pipe, length 1.5-2m.
6. the biochemical backflow oxygenate apparatus of suspension depthkeeping according to claim 1, it is characterised in that:The support(8)By one Group support bar(81)Composition, support bar(81)Quantity be 3-5 roots, support bar(81)Along air releasing tube(4)Periphery is uniformly divided Cloth, both ends respectively with air releasing tube(4)Lateral wall and backflow oxygenation pipe(3)Madial wall is welded and fixed, the support bar(81) It is made of band steel.
7. the biochemical backflow oxygenate apparatus of suspension depthkeeping according to claim 1, it is characterised in that:The gas discharges micropore (41)Distribution height be 5-10mm, the air releasing tube(4)For external diameter 15-25mm steel pipe.
8. the biochemical backflow oxygenate apparatus of suspension depthkeeping according to claim 1, it is characterised in that:The diffusing disk(5)For The diaphragm disc type air deflector of umbrella.
9. the biochemical backflow oxygenate apparatus of suspension depthkeeping according to claim 1, it is characterised in that:The quantity of the through hole is 4-6, the dredging tube(7)For plastics or rubber hose.
CN201720560320.1U 2017-05-19 2017-05-19 The biochemical backflow oxygenate apparatus of suspension depthkeeping Active CN206814502U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720560320.1U CN206814502U (en) 2017-05-19 2017-05-19 The biochemical backflow oxygenate apparatus of suspension depthkeeping

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720560320.1U CN206814502U (en) 2017-05-19 2017-05-19 The biochemical backflow oxygenate apparatus of suspension depthkeeping

Publications (1)

Publication Number Publication Date
CN206814502U true CN206814502U (en) 2017-12-29

Family

ID=60756735

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720560320.1U Active CN206814502U (en) 2017-05-19 2017-05-19 The biochemical backflow oxygenate apparatus of suspension depthkeeping

Country Status (1)

Country Link
CN (1) CN206814502U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106927584A (en) * 2017-05-19 2017-07-07 陈佳霖 Biochemical backflow oxygenate apparatus and its course of work of suspension depthkeeping

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106927584A (en) * 2017-05-19 2017-07-07 陈佳霖 Biochemical backflow oxygenate apparatus and its course of work of suspension depthkeeping

Similar Documents

Publication Publication Date Title
CN103408211B (en) Stirrer for sludge anaerobic digester
CN209143750U (en) Mixed flow stirs aerator
CN206613397U (en) A kind of sewage disposal air lift negative pressure dosing agitating device
CN108069524A (en) A kind of ecological running water equipment in situ
CN206814502U (en) The biochemical backflow oxygenate apparatus of suspension depthkeeping
JP5296646B2 (en) Stirring device having an air lift pump
CN206901980U (en) Integrated wastewater treatment equipment
CN210480901U (en) Sewage treatment charge device
US3928512A (en) Bio pond aerator
CN106927584A (en) Biochemical backflow oxygenate apparatus and its course of work of suspension depthkeeping
CN208218632U (en) A kind of material filling type change air pressure reinforcing excess sludge ozone minimizing device
CN110282728A (en) A kind of non-blocking aeration device
CN207108741U (en) L-type flow-guiding type MBBR integrated sewage treating apparatus
CN206476804U (en) A kind of anti-clogging multiple spot decline water aeration power mixing water-locator
CN206901864U (en) A kind of aerator
CN211644768U (en) Tank type integrated sewage treatment equipment
CN204981327U (en) Carrier biofilm reactor is removed in circulation
CN209797566U (en) Buried integrated domestic sewage treatment equipment
CN211813852U (en) Enhanced phosphorus removal device
CN206736023U (en) L-type flow-guiding type SSMBBR integrated sewage treating apparatus
CN206814469U (en) Tower-type aerator system
CN209507738U (en) Fluid mixer and integrated sewage treating apparatus
CN217511732U (en) Aeration intermittent stirring device
CN101381171A (en) Structure of suspension water-lifting aerator and usage method
CN206814485U (en) A kind of lamination micro unit biochemical treating tank

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Suspended depthkeeping biochemical backflow oxygenation device and working process thereof

Effective date of registration: 20190916

Granted publication date: 20171229

Pledgee: Beijing first financing Company limited by guarantee

Pledgor: Chen Jia Lin

Registration number: Y2019990000211

PE01 Entry into force of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20200923

Granted publication date: 20171229

Pledgee: Beijing first financing Company limited by guarantee

Pledgor: Chen Jialin

Registration number: Y2019990000211

PC01 Cancellation of the registration of the contract for pledge of patent right
TR01 Transfer of patent right

Effective date of registration: 20201012

Address after: Room A106 and B106, 1st floor, No.12, torch street, Changping Town, Changping District, Beijing

Patentee after: BEIJING DONGFANG TONGHUA TECHNOLOGY Co.,Ltd.

Address before: 100048 Beijing Haidian District Zizhuyuan Road No. 31 Building No. 3 15E

Patentee before: Chen Jialin

TR01 Transfer of patent right