CN202519089U - Jet type stirring anaerobic reactor - Google Patents

Jet type stirring anaerobic reactor Download PDF

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Publication number
CN202519089U
CN202519089U CN201220172532XU CN201220172532U CN202519089U CN 202519089 U CN202519089 U CN 202519089U CN 201220172532X U CN201220172532X U CN 201220172532XU CN 201220172532 U CN201220172532 U CN 201220172532U CN 202519089 U CN202519089 U CN 202519089U
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CN
China
Prior art keywords
anaerobic reaction
pot
jet
anaerobic
pipeline
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Expired - Fee Related
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CN201220172532XU
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Chinese (zh)
Inventor
席为民
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Individual
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Individual
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Priority to CN201220172532XU priority Critical patent/CN202519089U/en
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Publication of CN202519089U publication Critical patent/CN202519089U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • Y02W10/12

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  • Treatment Of Sludge (AREA)

Abstract

The utility model discloses a jet type stirring anaerobic reactor, which comprises an anaerobic reaction tank, a tubular jet device, a jet circulating pump and a water inlet pump. A vent hole is formed on the upper part of a tank body of the anaerobic reaction tank, and a water outlet is formed on the lower part of the tank body of the anaerobic reaction tank. The jet device penetrates through the top of the anaerobic reaction tank, and is extended into the anaerobic reaction tank. A nozzle is formed at the lower end of the jet device. The jet circulating pump is arranged in a pipeline which is communicated with the jet device. The water inlet pump is arranged in a pipeline at the inlet end of the jet circulating pump. A pipeline is also arranged on the upper part of the tank body of the anaerobic reaction tank, and is connected with a pipeline between the jet circulating pump and the water inlet pump. The jet device is arranged in a tank body to fulfill the aim of simultaneously mixing and stirring a sewage mixture, so that liquid flows, and solids are prevented from being deposited.

Description

A kind of jet stirs anaerobic reactor
Technical field
The utility model relates to the anaerobic reaction apparatus, is specifically related to a kind of jet and stirs the anaerobic reaction apparatus.
Background technology
Ejector uses usually in SBR (sequencing batch reactor), as the utilization of aeration aerating equipment and hybrid technique, advances under the prerequisite of ejector at sewage and air mixed, can be used as aerobic environment, is often used in aerobic reaction pond or the reactor drum.Still do not have at present and report ejector is applied to anaerobic reactor.
The utility model content
The purpose of the utility model is to design a kind of jet and stirs anaerobic reactor; Ejector is installed in the anaerobic reaction-pot; The sewage mixture is gone out from the nozzle ejection of injector; And circulation in jar, forming vertically, improve sewage mixture mixing stirring extent, and prevented the generation of deposition of solids.
In order to achieve the above object, the technical scheme of the utility model is:
A kind of jet stirs anaerobic reactor, and it comprises, anaerobic reaction-pot, and its tank skin top and the bottom are provided with venting hole and posticum respectively; Ejector, in a tubular form, it passes the anaerobic reaction upper end and stretches in the anaerobic reaction-pot, and the ejector lower end is provided with nozzle; The jet recycle pump is arranged in the pipeline that is communicated with ejector; Intake pump is arranged in the pipeline of said jet pump inlet end; A pipeline is also established on anaerobic reaction-pot tank skin top, and this pipeline is connected in the pipeline between said jet recycle pump and the intake pump.
Further, the jet of the utility model stirs anaerobic reactor and also comprises a pair of opening circulating pipe, is arranged in the anaerobic reaction-pot, establishes two opening circulation pipe fixing devices in the anaerobic reaction-pot.
Said stationary installation is to be fixed in some legs of anaerobic reaction pot bottom and to be convexly set in the support on the tank skin.
Said ejector is suspended from said pair of opening circulating pipe top.
Again, said anaerobic reaction-pot tank skin top is provided with vision slit.
Said anaerobic reaction-pot tank skin bottom is provided with drain.
Said nozzle is a tapered hole, and said anaerobic reaction-pot is cylindrical.
Because in the anaerobic reaction process, organic pollutant can produce biogas and nitrogen through decomposing in the sewage mixture, therefore establishes venting hole on anaerobic reaction-pot tank skin top, and gases such as biogas and nitrogen are discharged from venting hole, to guarantee the safety of equipment.Simultaneously, said anaerobic reaction pot bottom is provided with drain, and evacuated tube is connected to this drain, can the sewage emptying in the anaerobic reactor be helped maintenance and maintenance of the equipment.
Said anaerobic reaction-pot possesses performances such as preservative property are good, firm, and can reach more than 20 years its work-ing life.It is anticorrosion to adopt epoxy resin and pitch coal asphalt mixture material to carry out in the anaerobic reaction-pot, and anaerobic reaction-pot takes chlorosulphonation anticorrosion outward.
The utility model is under the centrifugation of intake pump; The sewage mixture is transported to ejector; Ejector passes two opening circulating pipes through nozzle with reaction mixture and vertically is ejected into the anaerobic reaction pot bottom, under the stopping of anaerobic reaction pot bottom, and the reaction mixture anaerobic reaction-pot top of backflowing from two opening circulating pipes periphery; Refluxing gets in two opening circulating pipes again, forms vertical circulation in the jar.In addition, jet recycle pump suction sewage mixture (solidliquid mixture, solid content is not more than 4%) in the anaerobic reaction-pot is given ejector through pipeline transmission, makes the sewage mixture constantly mix repeatedly, mixes more abundant.
The utility model can make the vertically interior circulation in the sewage mixture formation anaerobic reaction-pot, if even the layout overlapped ejectors more in an anaerobic reaction-pot, can form a plurality of vertical interior circulation.The utility model also can be controlled the mixing stirring extent of sewage mixture in the anaerobic reaction-pot through regulating the flow size of jet recycle pump.
The said jet of the utility model stirs anaerobic reactor and can be widely used in the WWT anaerobic stages, can reach more than 98% the removal of nitrogen compound in the sewage.
The beneficial effect of the utility model:
1. the sewage mixture goes out from the nozzle ejection of injector, forms a jar interior vertical interior circulation, has improved anaerobic reaction speed, thereby has improved the clearance to total nitrogen.
2. the mechanical shear stress that produces of the huge turbulent flow that causes from injection stream of sewage mixture; Producing the liquid mixing formula flows; Increased solid-liquid two-phase contacted specific surface area in the anaerobic reaction-pot greatly; Thereby increased the mixing stirring extent, improved anaerobic reaction speed, prevented the generation of deposition of solids simultaneously.
3. can extensively apply to city refuse landfill or incineration plant percolate and handle biochemical stage, the removal of ammonia nitrogen and total nitrogen is all had good effect.
Description of drawings
Fig. 1 is the structural representation of the utility model one embodiment.
Embodiment
Referring to Fig. 1, the jet of the utility model stirs anaerobic reactor, and it comprises, anaerobic reaction-pot 1, and its tank skin top and the bottom are provided with venting hole 2 and posticum 3 respectively; Ejector 4, in a tubular form, it passes anaerobic reaction-pot 1 top and stretches in the anaerobic reaction-pot 1, and ejector 4 lower ends are provided with nozzle 5; Jet recycle pump 6 is arranged in the pipeline 100 that is communicated with ejector 4; Intake pump 7 is arranged in the pipeline 200 of said jet recycle pump 6 entrance ends; A pipeline 300 is also established on anaerobic reaction-pot 1 tank skin top, and this pipeline 300 is connected in the pipeline 200 between said jet recycle pump 6 and the intake pump 7.
Further, present embodiment also comprises a pair of opening circulating pipe 8, is arranged in the anaerobic reaction-pot 1, establishes two opening circulating pipe 8 stationary installations in the anaerobic reaction-pot 1.
Said stationary installation is to be fixed in three legs 9 of anaerobic reaction-pot 1 bottom and to be convexly set in the support 10 on the tank skin.
Said ejector 4 is suspended from said pair of opening circulating pipe 8 tops.
Again, said anaerobic reaction-pot 1 tank skin top is provided with vision slit 11.
Said anaerobic reaction-pot 1 tank skin bottom is provided with drain 12.
Said nozzle 5 is a tapered hole, and said anaerobic reaction-pot 1 is cylindrical.
The utility model is under the centrifugation of intake pump 7; The sewage mixture is transported to ejector 4; Ejector 4 passes two opening circulating pipes 8 through nozzle 5 with the sewage mixture and vertically is ejected into anaerobic reaction-pot 1 bottom, under the stopping of anaerobic reaction-pot 1 bottom, and sewage mixture anaerobic reaction-pot 1 top of backflowing from two opening circulating pipes 8 peripheries; Refluxing gets in two opening circulating pipes 8 again, forms vertical circulation in the jar.In addition, jet recycle pump 6 is given ejector 4 from anaerobic reaction-pot 1 interior suction sewage mixture (solidliquid mixture, solid content is not more than 4%) through pipeline transmission, makes the sewage mixture constantly mix repeatedly, mixes more fully.The mechanical shear stress that the huge turbulent flow that the sewage mixture causes from nozzle 5 jets produces has improved solid-liquid two-phase contacted specific surface area in the anaerobic reaction-pot 1 greatly, has improved anaerobic reaction speed, has also prevented the generation of deposition of solids simultaneously.Present embodiment also can be controlled the mixing stirring extent of sewage mixture in the anaerobic reaction-pot 1 through regulating the flow size of jet recycle pump 6.

Claims (8)

1. a jet stirs anaerobic reactor, it is characterized in that, comprise,
Anaerobic reaction-pot, its tank skin top and the bottom are provided with venting hole and posticum respectively;
Ejector, in a tubular form, it passes the anaerobic reaction upper end and stretches in the anaerobic reaction-pot, and the ejector lower end is provided with nozzle;
The jet recycle pump is arranged in the pipeline that is communicated with ejector;
Intake pump is arranged in the pipeline of said jet pump inlet end;
A pipeline is also established on anaerobic reaction-pot tank skin top, and this pipeline is connected in the pipeline between said jet recycle pump and the intake pump.
2. jet according to claim 1 stirs anaerobic reactor, it is characterized in that, also comprises a pair of opening circulating pipe, is arranged in the anaerobic reaction-pot, establishes two opening circulation pipe fixing devices in the anaerobic reaction-pot.
3. jet according to claim 2 stirs anaerobic reactor, it is characterized in that, said stationary installation is to be fixed in some legs of anaerobic reaction pot bottom and to be convexly set in the support on the tank skin.
4. jet according to claim 1 and 2 stirs anaerobic reactor, it is characterized in that, said ejector is suspended from said pair of opening circulating pipe top.
5. jet according to claim 1 stirs anaerobic reactor, it is characterized in that said anaerobic reaction-pot tank skin top is provided with vision slit.
6. jet according to claim 1 stirs anaerobic reactor, it is characterized in that, said anaerobic reaction-pot tank skin bottom is provided with drain.
7. jet according to claim 1 stirs anaerobic reactor, it is characterized in that said nozzle is a tapered hole.
8. jet according to claim 1 stirs anaerobic reactor, it is characterized in that said anaerobic reaction-pot is cylindrical.
CN201220172532XU 2012-04-20 2012-04-20 Jet type stirring anaerobic reactor Expired - Fee Related CN202519089U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201220172532XU CN202519089U (en) 2012-04-20 2012-04-20 Jet type stirring anaerobic reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201220172532XU CN202519089U (en) 2012-04-20 2012-04-20 Jet type stirring anaerobic reactor

Publications (1)

Publication Number Publication Date
CN202519089U true CN202519089U (en) 2012-11-07

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Application Number Title Priority Date Filing Date
CN201220172532XU Expired - Fee Related CN202519089U (en) 2012-04-20 2012-04-20 Jet type stirring anaerobic reactor

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CN (1) CN202519089U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104560686A (en) * 2015-02-09 2015-04-29 潍坊金丝达新能源科技有限公司 Hydraulic stirring anaerobic jar
CN106045028A (en) * 2016-06-12 2016-10-26 武汉东川自来水科技开发有限公司 Anaerobic sludge treatment device and method
CN107195337A (en) * 2017-06-05 2017-09-22 华北电力大学 One kind is used for nuclear power plant's Surge line piping thermally stratified layer and alleviates equipment

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104560686A (en) * 2015-02-09 2015-04-29 潍坊金丝达新能源科技有限公司 Hydraulic stirring anaerobic jar
CN106045028A (en) * 2016-06-12 2016-10-26 武汉东川自来水科技开发有限公司 Anaerobic sludge treatment device and method
CN106045028B (en) * 2016-06-12 2022-10-11 武汉汇中大川自动控制设备有限公司 Anaerobic sludge treatment device and method
CN107195337A (en) * 2017-06-05 2017-09-22 华北电力大学 One kind is used for nuclear power plant's Surge line piping thermally stratified layer and alleviates equipment

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121107

Termination date: 20180420

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