CN204079598U - High-performance bio fluidized-bed - Google Patents

High-performance bio fluidized-bed Download PDF

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Publication number
CN204079598U
CN204079598U CN201420446463.6U CN201420446463U CN204079598U CN 204079598 U CN204079598 U CN 204079598U CN 201420446463 U CN201420446463 U CN 201420446463U CN 204079598 U CN204079598 U CN 204079598U
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CN
China
Prior art keywords
filler
bed
district
outer case
flow deflector
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Expired - Fee Related
Application number
CN201420446463.6U
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Chinese (zh)
Inventor
袁才林
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GUANGJING ENERGY CONSERVATION & ENVIRONMENTAL PROTECTION Co
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GUANGJING ENERGY CONSERVATION & ENVIRONMENTAL PROTECTION Co
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Priority to CN201420446463.6U priority Critical patent/CN204079598U/en
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Publication of CN204079598U publication Critical patent/CN204079598U/en
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Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of high-performance bio fluidized-bed, comprise outer case, dividing plate, flow deflector and the screen plate with filter opening are installed in outer case; Outer case inside is separated into oxygen-starved area, single filter district, aerobic zone, cascade filtration district and settling region by dividing plate, flow deflector and screen plate successively; Be provided with aerating apparatus and biological activity mud in aerobic zone, in oxygen-starved area, be provided with filler unit.Five region allocation of the present utility model are reasonable, and compact in design, makes technique loading capacity greatly improve; The flow line of Water warfare, the layout of aerating apparatus are greatly improved than existing biological fluidized bed.

Description

High-performance bio fluidized-bed
Technical field
The utility model relates to biological purification plant, is specifically related to a kind of biological fluidized bed.
Background technology
Biological fluidized bed refers to the processing efficiency into improving biomembrance process, filler is made and as biofilm carrier using sand (or hard coal, gac etc.), the bottom-up casting bed that flows through of waste water makes carrier layer be flow state, thus strengthen microbial film with the contact area of waste water and abundant oxygen supply in the unit time, and filler boiling state is utilized to strengthen the structures of biological wastewater treatment process.Biological fluidized bed is conventional refining plant of disposing of sewage, and existing biological fluidized bed has many defects, such as inconvenient operation, needs manually to reflux, and loading capacity is few, and processing efficiency is lower, and maintenance is inconvenient.
Utility model content
The purpose of this utility model is to provide a kind of high-performance bio fluidized-bed, solves existing biological fluidized bed interior layout unreasonable, and the efficiency that mass transfer passes oxygen is low, and loading capacity is low, the defect that treatment effect is poor.
For reaching above-mentioned purpose, the technical scheme that the utility model adopts is: provide a kind of high-performance bio fluidized-bed, comprise outer case, is provided with dividing plate, flow deflector and the screen plate with filter opening in outer case; Outer case inside is separated into oxygen-starved area, single filter district, aerobic zone, cascade filtration district and settling region by dividing plate, flow deflector and screen plate successively;
Be provided with filler unit and water distributor in oxygen-starved area, the lower end of filler unit communicates with the outlet of water distributor, and upper end communicates with single filter district;
Be provided with baffle for separating between single filter district and oxygen-starved area, be provided with flow deflector between single filter district and aerobic zone, flow deflector is provided with circulation road; Be provided with first level filtering device in described single filter district, the filtering outlet of first level filtering device communicates with circulation road;
Install the flow deflector with circulation road between aerobic zone and cascade filtration district, the bottom of aerobic zone is provided with aerating apparatus; Filler is provided with in aerobic zone;
Be provided with dividing plate between cascade filtration district and settling region, cascade filtration is provided with two-stage filter in district, and the purge outlet of two-stage filter communicates with the settler entrance of settling region; The settler outlet of settling region communicates with water port.
In sum, the utility model has the following advantages:
Five region allocation of the present utility model are reasonable, and compact in design, makes technique loading capacity greatly improve; The flow line of Water warfare, the layout of aerating apparatus are greatly improved than existing biological fluidized bed; Bottom aerobic zone of the present utility model, aerating apparatus is installed, the breather hole that aeration tube is provided with can allow the water in aerobic zone outside box house form internal recycle, make mass transfer and oxygen transfer efficiency higher, active bio is fully contacted with oxygen with sewage, strengthens decontamination effect improving.
Accompanying drawing explanation
Fig. 1 is the sectional view in the utility model front;
Fig. 2 is the vertical view of the utility model inside.
Wherein, 1, oxygen-starved area; 2, single filter district; 3, aerobic zone; 4, cascade filtration district; 5, settling region; 6, filler unit; 7, water distributor; 81, dividing plate; 82, dividing plate; 91, flow deflector; 92, flow deflector; 10, circulation road; 11, first level filtering device; 12, aeration tube; 13, aeration tube support; 14, two-stage filter; 15, screen plate; 16, connecting tube; 17, perpendicular stream cylinder; 18, filling body; 19, swash plate; 20, filler support.
Embodiment
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in detail.
In an embodiment of the present utility model, as shown in Figure 1, provide a kind of high-performance bio fluidized-bed, comprise outer case, dividing plate, flow deflector and the screen plate 15 with filter opening are installed in outer case.Outer case inside is separated into oxygen-starved area 1, single filter district 2, aerobic zone 3, cascade filtration district 4 and settling region 5 by dividing plate, flow deflector and screen plate 15 successively.Outer case can be cuboid, and outer case can have the outer shrouding matching piece steel stiffening web of polylith to be spliced.Outer case is provided with wastewater inlet and treated water outlet.
Oxygen-starved area 1 is enclosed by the inwall of outer case and a dividing plate 81 and forms, and dividing plate 81 can be a rectangular plate, and four corners connect respectively at outer case inside, to reach object outer case interior separation being become several region.
Be provided with filler unit 6 and water distributor 7 in oxygen-starved area 1, the lower end of filler unit 6 communicates with the outlet of water distributor 7, and upper end communicates with single filter district 2.The hypoxia device of oxygen-starved area 1 is filler and stuffing frame composition, and filler can be semi soft packing.
One end of water distributor 7 is connected with wastewater inlet, the other end runs through the lower end that filler unit 6 stretches into filler unit 6, make sewage first after the lower end of filler unit 6 is by filler unit 6, from the upper end of filler unit 6, namely the upper end of outer case enters single filter district 2.Can be communicated with single filter district 2 by pipeline in the cavity of filler unit 6 upper end, also can by a passage be offered by the dividing plate 81 between single filter district 2.
In oxygen-starved area 1, need sewage to be processed first this water distributor 7 sends into the bottom of outer case, then after by the filler unit 6 in the middle part of outer case, enters single filter district 2 above outer case.The mode of this backflow, layout structure seems compacter.
Single filter district 2 and oxygen-starved area 1 are separated by dividing plate 81, are provided with flow deflector 91 between single filter district 2 and aerobic zone 3, and flow deflector 91 is provided with circulation road 10.Namely the region that dividing plate 81 and flow deflector 91 surround defines single filter district 2.Be provided with first level filtering device 11 in single filter district 2, the filtering outlet of first level filtering device 11 communicates with circulation road 10.First level filtering device 11 comprises screen plate 15, and screen plate 15 is fixed between dividing plate 81 and flow deflector 91, and screen plate 15 is placed with filtering material, and screen plate 15 is played a supporting role, and filtering material can be the primary filter materials such as pebbles.
The sewage entered from oxygen-starved area 1 is above outer case, and therefore first level filtering device 11 also can be arranged on outer case inner upper position, and the filtering surface of first level filtering device 11 is directly communicated with the outlet of oxygen-starved area 1.Water body after filtering enters aerobic zone 3 from the circulation road 10 below screen plate 15.
Install the flow deflector 92 with circulation road 10 between aerobic zone 3 and cascade filtration district 4, aerobic zone 3 is enclosed by flow deflector 91 and flow deflector 92 and forms.The bottom of aerobic zone 3 is provided with aerating apparatus; Be provided with filler above aerating apparatus, filler can be suspension ball filler, can as the carrier of active bio mud.Aerating apparatus is made up of aeration tube 12 and aeration tube support 13, and aeration tube support 13 is arranged on bottom outer case, and aeration tube 12 is provided with pore, is arranged on aeration tube support 13.Aeration tube 12, for providing sufficient oxygen in aerobic zone 3, makes active bio mud can purify sewage.
Be provided with dividing plate 82 between cascade filtration district 4 and settling region 5, cascade filtration district 4 is enclosed by dividing plate 82 and flow deflector 92 and forms.Be provided with two-stage filter 14 in cascade filtration district 4, two-stage filter 14 can be identical with first level filtering device 11.The purge outlet of two-stage filter 14 communicates with the settler entrance of settling region 5.The process water flowed out from aerobic zone 3 enters below the screen plate 15 of two-stage filter 14, from lower to upper after filtering material, then enter settling region 5.
The settler outlet of settling region 5 communicates with the water port of outer case.Settler comprises connecting tube 16, perpendicular stream cylinder 17 and filling body 18, and connecting tube 16 is arranged on the top of settling region 5, connects the purge outlet of two-stage filter 14 and the upper port of perpendicular stream cylinder 17.Perpendicular stream cylinder 17 runs through filling body 18 and stretches into outer case lower end and communicate with the water-in of filling body 18, and the water outlet of filling body 18 communicates with water port.The filler that filling body 18 comprises filler support 20 and is arranged on filler support 20; Filler is suspension ball filler.Enter the process water of settling region 5 first above filling body 18, flow into below settling region 5 through perpendicular stream cylinder 17, flow out from the low side of perpendicular stream cylinder 17, be provided with two pieces of swash plates 19 below the bottom end outlet of perpendicular stream cylinder 17, swash plate 19 can be conducive to mud and form backflow in bottom.Process water from bottom to top through filling body 18, outer case is discharged in draining face then above filling body 18, completes scavenging process.
This biological fluidized bed is by suspension of biofilm in water, and microbial film is attached on filler, under aeration bubbles and waterpower promote, upper and lower loopy moving in water, microbial film on carrier fully contacts with oxygen with waste water, quick adsorption organism in water body of degrading, thus waste water is purified.Internal recycle biological moving bed improves the shortcomings of static bed biomembrane method and the deficiency of BMBR, increase filler useful area, in use have without blocking, water distribution even etc. a little.This fluidized-bed, compared with activated sludge process and BMBR, has the advantages such as efficient, compact, easy operation, excess sludge production be low, makes outlet effect more desirable.
Although describe in detail embodiment of the present utility model by reference to the accompanying drawings, should not be construed as the restriction of the protection domain to this patent.In the scope described by claims, the various amendment that those skilled in the art can make without creative work and distortion still belong to the protection domain of this patent.

Claims (9)

1. a high-performance bio fluidized-bed, is characterized in that: comprise outer case, is provided with dividing plate, flow deflector and the screen plate with filter opening in outer case; Outer case inside is separated into oxygen-starved area, single filter district, aerobic zone, cascade filtration district and settling region by dividing plate, flow deflector and screen plate successively;
Be provided with filler unit and water distributor in described oxygen-starved area, the lower end of filler unit communicates with the outlet of water distributor, and upper end communicates with single filter district;
Be provided with baffle for separating between described single filter district and oxygen-starved area, be provided with flow deflector between single filter district and aerobic zone, flow deflector is provided with circulation road; Be provided with first level filtering device in described single filter district, the filtering outlet of first level filtering device communicates with circulation road;
Install the flow deflector with circulation road between described aerobic zone and cascade filtration district, the bottom of aerobic zone is provided with aerating apparatus; Filler is provided with in aerobic zone;
Be provided with dividing plate between described cascade filtration district and settling region, cascade filtration is provided with two-stage filter in district, and the purge outlet of two-stage filter communicates with the settler entrance of settling region;
The settler outlet of described settling region communicates with water port.
2. high-performance bio fluidized-bed as claimed in claim 1, is characterized in that: the filler unit of described oxygen-starved area comprises filler and stuffing frame, and filler is arranged on stuffing frame.
3. high-performance bio fluidized-bed as claimed in claim 2, is characterized in that: the filler in the middle of described screen plate is semi soft packing.
4. high-performance bio fluidized-bed as claimed in claim 1, it is characterized in that: described first level filtering device comprises screen plate, screen plate is fixed between dividing plate and flow deflector, and screen plate is placed with filtering material.
5. high-performance bio fluidized-bed as claimed in claim 1, it is characterized in that: described aerating apparatus is propped up by aeration tube and aeration tube and is configured to, aeration tube support installing bottom half outside, aeration tube is provided with pore, is arranged on aeration tube support.
6. high-performance bio fluidized-bed as claimed in claim 1, is characterized in that: the filler of filling in described aerobic zone is suspension ball filler.
7. high-performance bio fluidized-bed as claimed in claim 1, is characterized in that: described settler comprises connecting tube, perpendicular stream cylinder and filling body, and connecting tube connects the purge outlet of two-stage filter and the upper port of perpendicular stream cylinder; Perpendicular stream cylinder runs through filling body and stretches into outer case lower end and communicate with the water-in of filling body, and the water outlet of filling body communicates with water port.
8. high-performance bio fluidized-bed as claimed in claim 7, is characterized in that: described filling body comprises filler support and is arranged on the filler on filler support.
9. high-performance bio fluidized-bed as claimed in claim 8, is characterized in that: the filler of described filling body is suspension ball filler.
CN201420446463.6U 2014-08-08 2014-08-08 High-performance bio fluidized-bed Expired - Fee Related CN204079598U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420446463.6U CN204079598U (en) 2014-08-08 2014-08-08 High-performance bio fluidized-bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420446463.6U CN204079598U (en) 2014-08-08 2014-08-08 High-performance bio fluidized-bed

Publications (1)

Publication Number Publication Date
CN204079598U true CN204079598U (en) 2015-01-07

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106517493A (en) * 2016-12-19 2017-03-22 大连爱特流体控制有限公司 Multi-phase flow dynamic membrane aerobic airlift biological membrane reactor
CN108438155A (en) * 2018-03-06 2018-08-24 中国环境科学研究院 A kind of water body cleaning device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106517493A (en) * 2016-12-19 2017-03-22 大连爱特流体控制有限公司 Multi-phase flow dynamic membrane aerobic airlift biological membrane reactor
CN108438155A (en) * 2018-03-06 2018-08-24 中国环境科学研究院 A kind of water body cleaning device

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150107

Termination date: 20150808

EXPY Termination of patent right or utility model