CN201224698Y - Sludge refluxing apparatus - Google Patents

Sludge refluxing apparatus Download PDF

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Publication number
CN201224698Y
CN201224698Y CNU200820071725XU CN200820071725U CN201224698Y CN 201224698 Y CN201224698 Y CN 201224698Y CN U200820071725X U CNU200820071725X U CN U200820071725XU CN 200820071725 U CN200820071725 U CN 200820071725U CN 201224698 Y CN201224698 Y CN 201224698Y
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CN
China
Prior art keywords
water
sludge
utility
oxidation
support frames
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
CNU200820071725XU
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Chinese (zh)
Inventor
刘海军
张晶
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.)
JILIN ZHONGTIAN ENVIRONMENTAL ENGINEERING Co Ltd
Original Assignee
JILIN ZHONGTIAN ENVIRONMENTAL ENGINEERING 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 JILIN ZHONGTIAN ENVIRONMENTAL ENGINEERING Co Ltd filed Critical JILIN ZHONGTIAN ENVIRONMENTAL ENGINEERING Co Ltd
Priority to CNU200820071725XU priority Critical patent/CN201224698Y/en
Application granted granted Critical
Publication of CN201224698Y publication Critical patent/CN201224698Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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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  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

The utility model belongs to a field of water treatment equipment, in particular to a sludge backflow device of oxidation tank which applies biochemical oxidation method to treat sewage water. The utility model solves the disadvantages that in the prior sludge backflow device has large sedimentation tank and the sludge needs flow back to the oxidation tank by pump when the sludge amount in the oxidation becomes less so as to has large operation cost. The utility model is composed of an oxidation tank, a sedimentation tank, a water baffle, and a water flow channel, the sludge backflow device is characterized in that: the water blocking plate is arranged below the water baffle, a sludge backflow channel is arranged below the water blocking plate, a flow guide plate is slantly arranged in the sedimentation tank and extended into the channel mouth of the backflow channel. The water blocking plate and the flow guide plate are composed of a plurality of rectangular support frames and thin plates connected on the support frames, the rectangular support frames and thin plates connected on the support frames are combined for arrangement. The utility model has the advantages of simple structure, convenient installation, low investment and low operation cost.

Description

The mud reflux
Technical field
The utility model belongs to the water treating equipment field, is specifically related to be applied to mudpan that the biochemical oxidation method the disposes of sewage mud reflux to oxidation pond.
Background technology
At present, being applied to biochemical oxidation method sewage treatment process, is that the back segment at oxidation pond is provided with mudpan, is the effect that guarantees water outlet, and the relative volume of settling tank is bigger, and the sludge quantity of oxidation pond generally can tail off along with current.Therefore, need be back in the oxidation pond the mud in the settling tank is irregular with pump, can guarantee the oxidation pond sludge concentration on the one hand, can improve the treatment effect of settling tank on the other hand, like this, disposable input is bigger, and running cost is higher.
Summary of the invention
The purpose of this utility model is to reduce disposable input and to reduce running cost when improving wastewater treatment efficiency and ensureing the water outlet effect.
The technical solution of the utility model is, a kind of mud reflux, form by oxidation pond, settling tank, water eliminator, water stream channel, feature is provided with eliminator plate below water eliminator, and below eliminator plate, be provided with the mud return flow line, flow deflector is arranged and go deep among the porthole of return flow line in that the settling tank introversion is tilting.
Described eliminator plate and flow deflector are to be formed by polylith rectangle supporting frame and the thin plate assembled arrangement that is connected on the framework.
The beneficial effects of the utility model are: simple in structure, easy for installation, the size of appropriate change eliminator plate and flow deflector can be adjusted the size of water stream channel and mud return flow line; Its operational management need not manual operation, and one-time investment is few, and working cost is low.
Description of drawings
Fig. 1 is a mud reflux diagrammatic cross-section;
Fig. 2 is eliminator plate and flow deflector single chip architecture diagrammatic cross-section;
Fig. 3 is eliminator plate and flow deflector multi-disc combination synoptic diagram;
Sequence number 1 is a water eliminator among the figure, the 2nd, and water stream channel, the 3rd, eliminator plate, the 4th, mud return flow line, the 5th, flow deflector, the 6th, oxidation pond, the 7th, settling tank, the 8th, rectangle supporting frame, the 9th, thin plate.
Embodiment
Below in conjunction with embodiment embodiment of the present utility model is explained:
A kind of mud reflux of present embodiment, by oxidation pond (6), settling tank (7), water eliminator (1), water stream channel (2), form, below water eliminator eliminator plate (3), and below eliminator plate, be provided with mud return flow line (4), flow deflector is arranged and stretch among the mouth of mud return flow line in that the settling tank introversion is tilting.
Wherein oxidation pond, settling tank and water eliminator are finished by civil engineering, oxidation pond plane 8 * 4m 2, settling tank 4 * 4m 2Water eliminator height 2m, the wide 0.2m of water stream channel, the wide 0.1m in mud return flow line, the long 4.0m of flow deflector tilts to go deep into operating range 0.1m in the oxidation pond, and the rectangular frame of water eliminator and flow deflector (8) is made by angle bar, thin plate (9) is riveted on the angle bar for the 1.2mm steel plate galvanized, as required permutation and combination.
The working process of present embodiment is, aquaporin was passed through in sewage autoxidation pond, and gravity flow enters settling tank, and by gravity free setting, the mud that settles down back slide oxidation pond along flow deflector through the mud return flow line to mud in settling tank, finishes the mud backflow.Here, oxidation pond is a turbulent system of complete blended, and the settling tank requirement is a layer system relatively stably, water eliminator and eliminator plate constitute the isolated body of a relative closure, two character different systems are separated, guarantee two normally steady runnings of system, simultaneously, the mud that the length requirement of flow deflector is back in the oxidation pond can be blown afloat by aeration head, with the mud in the supplemental pond.

Claims (2)

1, a kind of mud reflux, form by oxidation pond (6), settling tank (7), water eliminator (1), water stream channel (2), feature is to be provided with eliminator plate (3) in the below of water eliminator (1), and below eliminator plate, be provided with mud return flow line (4), flow deflector (5) is arranged and go deep among the porthole of return flow line (4) in that the settling tank introversion is tilting.
2, a kind of mud reflux according to claim 1 is characterized in that described eliminator plate (3) and flow deflector (5) are to be formed by polylith rectangle supporting frame (8) and thin plate (9) assembled arrangement that is connected on the framework.
CNU200820071725XU 2008-04-21 2008-04-21 Sludge refluxing apparatus Expired - Fee Related CN201224698Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU200820071725XU CN201224698Y (en) 2008-04-21 2008-04-21 Sludge refluxing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU200820071725XU CN201224698Y (en) 2008-04-21 2008-04-21 Sludge refluxing apparatus

Publications (1)

Publication Number Publication Date
CN201224698Y true CN201224698Y (en) 2009-04-22

Family

ID=40597580

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU200820071725XU Expired - Fee Related CN201224698Y (en) 2008-04-21 2008-04-21 Sludge refluxing apparatus

Country Status (1)

Country Link
CN (1) CN201224698Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102826653A (en) * 2012-08-07 2012-12-19 深圳中水环境保护有限公司 Denitrification/dephosphorization bioreactor and sewage treatment method with same
CN106966490A (en) * 2017-05-26 2017-07-21 苏州科大环境发展股份有限公司 A kind of high-efficiency aerobic reactor and sewage treatment process
CN115245808A (en) * 2022-08-19 2022-10-28 江西希尔康泰制药有限公司 Aseptic production equipment and production process for chloramphenicol eye drops

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102826653A (en) * 2012-08-07 2012-12-19 深圳中水环境保护有限公司 Denitrification/dephosphorization bioreactor and sewage treatment method with same
CN102826653B (en) * 2012-08-07 2014-02-19 深圳中水环境保护有限公司 Denitrification/dephosphorization bioreactor and sewage treatment method with same
CN106966490A (en) * 2017-05-26 2017-07-21 苏州科大环境发展股份有限公司 A kind of high-efficiency aerobic reactor and sewage treatment process
CN115245808A (en) * 2022-08-19 2022-10-28 江西希尔康泰制药有限公司 Aseptic production equipment and production process for chloramphenicol eye drops

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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: 20090422

Termination date: 20110421