CN104211165A - Biochemical and precipitating integrated machine - Google Patents

Biochemical and precipitating integrated machine Download PDF

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Publication number
CN104211165A
CN104211165A CN201410443729.6A CN201410443729A CN104211165A CN 104211165 A CN104211165 A CN 104211165A CN 201410443729 A CN201410443729 A CN 201410443729A CN 104211165 A CN104211165 A CN 104211165A
Authority
CN
China
Prior art keywords
overflow weir
aeration
tube
cylindrical shell
central draft
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.)
Pending
Application number
CN201410443729.6A
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Chinese (zh)
Inventor
王坤
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.)
SHANDONG YUANBAO ENVIRONMENTAL PROTECTION EQUIPMENT Co Ltd
Original Assignee
SHANDONG YUANBAO ENVIRONMENTAL PROTECTION EQUIPMENT 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 SHANDONG YUANBAO ENVIRONMENTAL PROTECTION EQUIPMENT Co Ltd filed Critical SHANDONG YUANBAO ENVIRONMENTAL PROTECTION EQUIPMENT Co Ltd
Priority to CN201410443729.6A priority Critical patent/CN104211165A/en
Publication of CN104211165A publication Critical patent/CN104211165A/en
Pending legal-status Critical Current

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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

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  • Biological Treatment Of Waste Water (AREA)

Abstract

The invention discloses a biochemical and precipitating integrated machine which is characterized in that a central guide cylinder is arranged in an inner middle part of a barrel by virtue of a bracket, a water inlet pipe is arranged on one side of the central guide cylinder, an aerating pipe which is inserted into the bottom of the central guide cylinder is arranged on the other side of the central guide cylinder, the bottom of a guide hood is communicated with the upper end of an overflow weir in an aerating area, pipe chute packing is arranged in a middle part between the guide hood and the cone-shaped inner wall of the barrel, and an overflow weir in a precipitating area is arranged on the inner wall of the barrel on the upper part of the pipe chute packing. Through the above arrangement, the biochemical and precipitating integrated machine achieves the effects of biological aeration and precipitation in same equipment, so that not only is the equipment investment saved, but also the operating flow is simplified.

Description

Biochemical precipitation all-in-one
Technical field
The present invention is a kind of sewage disposal device, specifically a kind of biochemistry precipitation all-in-one that simultaneously can carry out aeration and precipitation in disposing of sewage.
Background technology
At present for biodegradability sewage, biochemical treatment is the most economical and effective treatment process.Biochemical treatment is often treated to master with easy-to-keep biological, will carry out oxygenic aeration in easy-to-keep biological treating processes, the sewage after process can't qualified discharge because gather containing a large amount of suspended substances, active sludge and the microbial film that comes off due to aeration effect sewage.Traditional technique often increases a settling tank after Aerobic Pond, for mud-water separation.Cause equipment Whole Equipment degree low like this, complex operation, floor space is large.
Summary of the invention
The object of this invention is to provide a kind of by biochemical aeration tank and settling tank structure formation are combined, the integration apparatus of aeration and precipitation can be carried out simultaneously.
To achieve these goals, cylindrical shell for taper bottom the present invention is supported by supporting leg, central draft tube is provided with by support at the bosom position of cylindrical shell, water inlet pipe is located at the side of central draft tube, the aeration tube inserted bottom central draft tube is provided with at the opposite side of central draft tube, aerator is located at the lower end of aeration tube, aeration zone overflow weir is provided with in the periphery of central draft tube, pod is located at the periphery of aeration zone overflow weir, the bottom of described pod and the upper end of aeration zone overflow weir connect, middle part between the inwall being located at the cylindrical shell of pod and taper at inclined tube filler, settling region overflow weir is located on the cylinder inboard wall on inclined tube filler top, total shore pipe is located at the middle part, bottom of cylindrical shell, shore pipe is respectively equipped with in the cylinder body bottom both sides of inclined tube filler bottom, rising pipe is located at the upper side of settling region overflow weir.
By above setting, present invention achieves the effect simultaneously carrying out biochemical aeration and precipitation in an equipment, not only save facility investment, simplify operating process simultaneously.
Accompanying drawing explanation
Now the present invention will be further described by reference to the accompanying drawings.
Fig. 1 is structural representation of the present invention.
Fig. 2 is the right view of Fig. 1.
In figure: 1, cylindrical shell, 2, supporting leg, 3, support, 4, central draft tube, 5, water inlet pipe, 6, aeration tube, 7, aerator, 8, aeration zone overflow weir, 9, pod, 10, inclined tube filler, 11, settling region overflow weir, 12, total shore pipe, 13, shore pipe, 14, rising pipe.
Embodiment
As Fig. 1, shown in 2, cylindrical shell 1 for taper bottom the present invention is supported by supporting leg 2, central draft tube 4 is provided with by support 3 at the bosom position of cylindrical shell 1, water inlet pipe 5 is located at the side of central draft tube 4, the aeration tube 6 inserted bottom central draft tube 4 is provided with at the opposite side of central draft tube 4, aerator 7 is located at the lower end of aeration tube 6, aeration zone overflow weir 8 is provided with in the periphery of central draft tube 4, pod 9 is located at the periphery of aeration zone overflow weir 8, the bottom of described pod 9 and the upper end of aeration zone overflow weir 8 connect, middle part between the inwall being located at the cylindrical shell 1 of pod 9 and taper at inclined tube filler 10, settling region overflow weir 11 is located on cylindrical shell 1 inwall on inclined tube filler 10 top, total shore pipe 12 is located at the middle part, bottom of cylindrical shell 1, shore pipe 13 is respectively equipped with in cylindrical shell 1 two bottom sides of inclined tube filler 10 bottom, rising pipe 14 is located at the upper side of settling region overflow weir 11.
By above setting, sewage enters central draft tube 4 from water inlet pipe 5 of the present invention, air enters from aeration tube 6, be discharged in central draft tube 4 through aerator 7, mix with the sewage in central draft tube 4, sewage circulates between central draft tube 4 and aeration zone overflow weir 8, reacted sewage to enter between the inwall of cylindrical shell 1 of pod 9 and taper through the top of aeration zone overflow weir 8 through the bottom of pod 9, sewage is carried out solid-liquid separation by inclined tube filler 10, clear water after separation flows out through the top of settling region overflow weir 11, discharged by rising pipe 14, mud after precipitation is discharged by shore pipe 13, the mud be deposited in bottom cylindrical shell 1 is discharged by total shore pipe 12.Realize biochemical aeration and be deposited in an equipment running simultaneously.

Claims (1)

1. biochemical precipitation all-in-one, it is characterized in that: bottom is that the cylindrical shell of taper is supported by supporting leg, central draft tube is provided with by support at the bosom position of cylindrical shell, water inlet pipe is located at the side of central draft tube, the aeration tube inserted bottom central draft tube is provided with at the opposite side of central draft tube, aerator is located at the lower end of aeration tube, aeration zone overflow weir is provided with in the periphery of central draft tube, pod is located at the periphery of aeration zone overflow weir, the bottom of described pod and the upper end of aeration zone overflow weir connect, middle part between the inwall being located at the cylindrical shell of pod and taper at inclined tube filler, settling region overflow weir is located on the cylinder inboard wall on inclined tube filler top, total shore pipe is located at the middle part, bottom of cylindrical shell, shore pipe is respectively equipped with in the cylinder body bottom both sides of inclined tube filler bottom, rising pipe is located at the upper side of settling region overflow weir.
CN201410443729.6A 2014-09-02 2014-09-02 Biochemical and precipitating integrated machine Pending CN104211165A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410443729.6A CN104211165A (en) 2014-09-02 2014-09-02 Biochemical and precipitating integrated machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410443729.6A CN104211165A (en) 2014-09-02 2014-09-02 Biochemical and precipitating integrated machine

Publications (1)

Publication Number Publication Date
CN104211165A true CN104211165A (en) 2014-12-17

Family

ID=52093134

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410443729.6A Pending CN104211165A (en) 2014-09-02 2014-09-02 Biochemical and precipitating integrated machine

Country Status (1)

Country Link
CN (1) CN104211165A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104925939A (en) * 2015-07-15 2015-09-23 湖北泉盛环保科技有限公司 Moving bed bio-membrane reactor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104925939A (en) * 2015-07-15 2015-09-23 湖北泉盛环保科技有限公司 Moving bed bio-membrane reactor
CN104925939B (en) * 2015-07-15 2017-03-08 湖北泉盛环保科技股份有限公司 A kind of MBBR

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C06 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20141217