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CN206735895U - The precipitation return-flow structure of activated sludge in a kind of sewage disposal system - Google Patents

The precipitation return-flow structure of activated sludge in a kind of sewage disposal system Download PDF

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Publication number
CN206735895U
CN206735895U CN201720379778.7U CN201720379778U CN206735895U CN 206735895 U CN206735895 U CN 206735895U CN 201720379778 U CN201720379778 U CN 201720379778U CN 206735895 U CN206735895 U CN 206735895U
Authority
CN
China
Prior art keywords
sedimentation basin
activated sludge
aqueduct
gutter
return
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
Application number
CN201720379778.7U
Other languages
Chinese (zh)
Inventor
周伯雅
于青海
丁爱波
陈剑玻
李艳
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.)
XINGHUA GREEN BIOLOGICAL PREPARATION CO Ltd
Original Assignee
XINGHUA GREEN BIOLOGICAL PREPARATION CO Ltd
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 XINGHUA GREEN BIOLOGICAL PREPARATION CO Ltd filed Critical XINGHUA GREEN BIOLOGICAL PREPARATION CO Ltd
Priority to CN201720379778.7U priority Critical patent/CN206735895U/en
Application granted granted Critical
Publication of CN206735895U publication Critical patent/CN206735895U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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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

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  • Treatment Of Biological Wastes In General (AREA)

Abstract

The utility model discloses a kind of precipitation return-flow structure of activated sludge in sewage disposal system, gutter, aqueduct, hanging plate, lanyard and packing box are provided with precision processing pond, some lanyard buttons are on hanging plate, every lanyard higher slice is provided with some packing boxs, gutter is placed in above hanging plate, and the delivery port of gutter is connected with aqueduct, one end of aqueduct through precision processing pond side wall and is stretched in sedimentation basin;Baffle plate, taper stillpot, return main and backflow branch pipe are provided with sedimentation basin, several described taper stillpots are located at the bottom of sedimentation basin, baffle plate is located at the side of aqueduct upper water-out mouth, every backflow branch pipe is correspondingly stretched in a taper stillpot, and one end of return main through sedimentation basin side wall and is stretched in outside sedimentation basin.The activated sludge of fine granularity and Block activated sludge are separately precipitated in the utility model, pollution is reduced and wastes, save electric energy, greatly save cost.

Description

The precipitation return-flow structure of activated sludge in a kind of sewage disposal system
Technical field:
It the utility model is related to a kind of precipitation return-flow structure of activated sludge in sewage disposal system.
Background technology:
Stevia rebaudian leaf can produce waste water, the COD of the waste water during Steviosin is extracted(COD)For 1000~ 2000, if the waste water directly is delivered into sewage treatment plant, the waste water can turn into new pollution sources and make in course of conveying Into the pollution of other water bodys, increase post-processing difficulty, and processing cost can be increased.
Sewage disposal system can often use during above-mentioned sewage is handled and arrive activated sludge, activated sludge is dirty in purification , it is necessary to be precipitated to activated sludge to reuse after water, the precipitation of existing activated sludge is directly entered in sedimentation basin OK, flow-disturbing is carried out to waste water in sedimentation basin by agitating paddle incessantly, flow-disturbing is easy to activated sludge to be precipitated to the bottom of sedimentation basin On face, then the activated sludge of precipitation is evacuated in aeration tank by pump and recycled, above-mentioned removal process needs not That stops uses agitating paddle and pump, and cost is very high, and the activated sludge of fine granularity is not easy to precipitate, and is eventually drained off, no But waste and new pollution sources can be turned into.
The content of the invention:
The utility model is provided living in a kind of sewage disposal system to solve the above-mentioned problems of the prior art The precipitation return-flow structure of property sludge.
There is technical scheme used by the utility model:The precipitation backflow knot of activated sludge in a kind of sewage disposal system Structure, including precision processing pond and sedimentation basin, gutter, aqueduct, hanging plate, lanyard and packing box are provided with the precision processing pond, if Lanyard button described in dry root is on hanging plate, and every lanyard higher slice is provided with some packing boxs, and gutter is placed in above hanging plate, and is drawn The delivery port of tank is connected with aqueduct, and one end of aqueduct through precision processing pond side wall and is stretched in sedimentation basin;
Baffle plate, taper stillpot, return main and backflow branch pipe are provided with the sedimentation basin, several described taper precipitations Groove is located at the bottom of sedimentation basin, and baffle plate is located at the side of aqueduct upper water-out mouth, and some backflow branch pipes are connected to return main On, and every backflow branch pipe is correspondingly stretched in a taper stillpot, one end of return main through sedimentation basin side wall and is stretched In outside sedimentation basin.
Further, the height of the baffle plate and the height of stillpot are equal.
Further, the sedimentation basin is provided with drainage.
The utility model has the advantages that:
The activated sludge of fine granularity and Block activated sludge are separately precipitated in the utility model, reduce pollution and wave Take, and precipitation process is realized by the sputtering of current itself flow velocity, avoids using agitating paddle, and it is also to pass through current to reclaim To realize, electric energy is saved, greatly saves cost.
Brief description of the drawings:
Fig. 1 is the utility model structure chart.
Embodiment:
The utility model is further described below in conjunction with the accompanying drawings.
As shown in figure 1, in a kind of sewage disposal system of the utility model activated sludge precipitation return-flow structure, including essence at Pond 3 and sedimentation basin 4 are managed, gutter 31, aqueduct 32, hanging plate 33, lanyard 34 and packing box 35, hanging plate are provided with precision processing pond 3 33 on the inwall in precision processing pond 3, and some buttons of lanyard 34 are provided with some on hanging plate 33 in the every higher slice of lanyard 34 Packing box 35, gutter 31 is placed in the top of hanging plate 33, and the delivery port of gutter 31 is connected with aqueduct 32, aqueduct 32 One end passes through the side wall in precision processing pond 3 and stretched in sedimentation basin 4.
Baffle plate 41, taper stillpot 42, return main 43 and backflow branch pipe 44, several tapers are provided with sedimentation basin 4 to sink Shallow lake groove 42 is located at the bottom of sedimentation basin 4, and baffle plate 41 is located at the side of delivery port in aqueduct 32, and some backflow branch pipes 44 connect In on return main 43, and every backflow branch pipe 44 is corresponding stretches in a taper stillpot 42, and one end of return main 43 is worn Cross the side wall of sedimentation basin 4 and stretch in the aeration tank in sewage disposal system.
The height of baffle plate 41 in the utility model and the height of stillpot 42 are equal.
When in use, activated sludge is conveyed in the aeration tank into sewage disposal system, the sewage in aeration tank is from aeration In pond top overflow to precision processing pond 3.The activated sludge of the fine granularity in sewage in precision processing pond 3 can be adsorbed to packing box On 35, the sewage after filled disk 35 adsorbs becomes primary water, is gradually stepped up with the water level of the primary water, primary water can enter In gutter 31, block activated sludge can be entered in sedimentation basin 4 by aqueduct 32 together with primary water in primary water.Draw During primary water in water pipe 32 drains into sedimentation basin 4, primary water can produce sputtering on baffle plate 41, and the sputtering can to arrange The Block activated sludge in primary water into sedimentation basin 4 disperses, and the activated sludge after disperseing is precipitated in taper stillpot 42.
The high setting such as baffle plate 41 and stillpot 42, while ensureing to sputter effect, and can ensures that the activity after sputtering is dirty Mud is preferably dropped down onto in stillpot 42.Baffle plate 41 is easy to activated sludge to disperse, and avoids activated sludge accumulation agglomerating, and baffle plate 41 rises Acted on to flow-disturbing, save paddle, save the energy.
Activated sludge in taper stillpot 42 is due to the effect of the flow-disturbing of baffle plate 41 and the flow direction of primary water itself, activity dirt Mud can followed by part primary water and be back in backflow branch pipe 44, and entered by return main 43 in aeration tank and carry out repeating profit With avoiding wasting.
It is provided with drainage 400 on sedimentation basin 4, the primary water in sedimentation basin 4 flow to sewage treatment plant by drainage 400 It is further processed.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art For art personnel, some improvement can also be made on the premise of the utility model principle is not departed from, these improvement also should be regarded as The scope of protection of the utility model.

Claims (3)

1. the precipitation return-flow structure of activated sludge in a kind of sewage disposal system, including precision processing pond(3)And sedimentation basin(4), its It is characterised by:The precision processing pond(3)It is interior to be provided with gutter(31), aqueduct(32), hanging plate(33), lanyard(34)And packing box (35), some lanyards(34)Button is located at hanging plate(33)On, every lanyard(34)Higher slice is provided with some packing boxs(35), Gutter(31)It is placed in hanging plate(33)Top, and gutter(31)Delivery port and aqueduct(32)It is connected, aqueduct(32)'s One end passes through precision processing pond(3)Side wall simultaneously stretches in sedimentation basin(4)It is interior;
The sedimentation basin(4)It is interior to be provided with baffle plate(41), taper stillpot(42), return main(43)With backflow branch pipe(44)If The dry taper stillpot(42)Located at sedimentation basin(4)Bottom, baffle plate(41)Located at aqueduct(32)The one of upper water-out mouth Side, some backflow branch pipes(44)It is connected to return main(43)On, and every backflow branch pipe(44)It is corresponding to stretch in a cone Shape stillpot(42)It is interior, return main(43)One end pass through sedimentation basin(4)Side wall simultaneously stretches in sedimentation basin(4)Outside.
2. the precipitation return-flow structure of activated sludge in sewage disposal system as claimed in claim 1, it is characterised in that:The gear Plate(41)Height and stillpot(42)Height it is equal.
3. the precipitation return-flow structure of activated sludge in sewage disposal system as claimed in claim 1, it is characterised in that:It is described heavy Shallow lake pond(4)It is provided with drainage(400).
CN201720379778.7U 2017-04-12 2017-04-12 The precipitation return-flow structure of activated sludge in a kind of sewage disposal system Expired - Fee Related CN206735895U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720379778.7U CN206735895U (en) 2017-04-12 2017-04-12 The precipitation return-flow structure of activated sludge in a kind of sewage disposal system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720379778.7U CN206735895U (en) 2017-04-12 2017-04-12 The precipitation return-flow structure of activated sludge in a kind of sewage disposal system

Publications (1)

Publication Number Publication Date
CN206735895U true CN206735895U (en) 2017-12-12

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CN201720379778.7U Expired - Fee Related CN206735895U (en) 2017-04-12 2017-04-12 The precipitation return-flow structure of activated sludge in a kind of sewage disposal system

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106957108A (en) * 2017-04-12 2017-07-18 兴化格林生物制品有限公司 The precipitation return-flow structure of activated sludge in a kind of sewage disposal system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106957108A (en) * 2017-04-12 2017-07-18 兴化格林生物制品有限公司 The precipitation return-flow structure of activated sludge in a kind of sewage disposal system

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

Granted publication date: 20171212

Termination date: 20200412