CN206384919U - Concrete basin anaerobic reactor for kitchen garbage processing - Google Patents

Concrete basin anaerobic reactor for kitchen garbage processing Download PDF

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Publication number
CN206384919U
CN206384919U CN201720026380.5U CN201720026380U CN206384919U CN 206384919 U CN206384919 U CN 206384919U CN 201720026380 U CN201720026380 U CN 201720026380U CN 206384919 U CN206384919 U CN 206384919U
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CN
China
Prior art keywords
concrete basin
biogas
header pipe
concrete
discharge header
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CN201720026380.5U
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Chinese (zh)
Inventor
胡晋明
强红
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Shen Qin Water Treatment Technology (shanghai) Co Ltd
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Shen Qin Water Treatment Technology (shanghai) Co Ltd
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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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

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  • Treatment Of Sludge (AREA)

Abstract

The utility model discloses the concrete basin anaerobic reactor handled for kitchen garbage, including at least one concrete basin, the top of concrete basin is provided with charging aperture, and charging aperture is connected to charging house steward through feed pipe;The top of coagulation body pond body is provided with methane outlet, methane outlet is connected to biogas pipeline through blast pipe, provided with the stripping tube that several are arranged vertically in concrete sump body, biogas pipeline is communicated on the biogas entrance of air lift bottom of the tube, biogas pipeline and is sequentially provided with biogas storage device and Marsh gas compression machine along airflow direction;The bottom of concrete basin is provided with discharging opening, discharging opening is connected to discharge header pipe through discharge nozzle, a water outlet part for discharge header pipe is back to charging house steward and another part water outlet enters sludge-water separating system, the sludge reflux that sludge-water separating system is isolated to concrete basin.The anaerobic reactor that the utility model is provided, can be by transform obtaining efficient anaerobic reactor to one or more ponds relatively low concrete basin deeply.

Description

Concrete basin anaerobic reactor for kitchen garbage processing
Technical field
The utility model is related to technical field of sewage, more particularly to a kind of concrete sump handled for kitchen garbage Body anaerobic reactor.
Background technology
Anaerobic waste water biological treatment is that under anaerobic environment, organic matter transformation in waste water is biogas by sludge (microorganism) Process, was broadly divided into for two megastages:Macromolecular organic matter, which is hydrolyzed into small molecule and is acidified bacterium, is converted into volatile fatty acid In the hydrolysis acidification stage, the methane phase stage of my biogas is converted by methane backeria with volatile fatty acid.Hydrolysis Acidification is very fast Speed, and methanogenic phase is to slow.
Good mixing is the basis that anaerobic reactor is capable of stable operation, and on the one hand mixing can make microorganism and substrate Fully contact and improve reaction rate;On the other hand, the alkalescence that the acidic materials that acidifying bacterium produces can be produced by methane backeria in time Material is neutralized, it is to avoid local acidifying suppresses methane backeria activity.
Efficient anaerobic reactor is generally tank structure, such as UASB, EGSB, and reason is the anaerobic reaction of tank structure Device, the depth of water is higher, 10-20 meters of even more highs, and the biogas that reactor lower part is produced can produce disturbance in uphill process, add Outer circulation backflow increase upflow velocity, results in good mixed effect, and without dead angle.
Acidifying is a big problem of anaerobic reactor stable operation, such as baffling type anaerobic reactor, in this reactor In, because the barrier of baffle plate makes sewage vertical folding stream pass through sludge blanket.In actual motion, feed loading all concentrates on first In cell, first serious overload operation in cell is caused, causes zymotic fluid to be acidified, is suppressed the activity of methanogen, Feed liquid flows in plug flow type, and acidated first Room feed liquid can release the sludge of each room below and be allowed to be acidified.In order to overcome Acidifying, by the way of returned sludge that methane backeria feeding first is indoor, because the first Room is constantly fed, backflow, which does not have, prevents acid The effect of change.Concrete sump reactor according, based on construction cost, the general depth of water there was only 5-6 meters but area is larger.Itself aerogenesis band The mixed effect come is limited, and in order to stable, efficient operation, the requirement to water distribution, mixing is higher.The utility model is therefore .
Utility model content
The utility model purpose is to provide a kind of concrete basin anaerobic reactor handled for kitchen garbage, can pass through One or more concrete basins transform to obtain efficient anaerobic reactor.
Based on above mentioned problem, the technical scheme that the utility model is provided is:
It is described mixed for the concrete basin anaerobic reactor of kitchen garbage processing, including at least one concrete basin The top of solidifying soil pond body is provided with charging aperture, and the charging aperture is connected to charging house steward through feed pipe;
The top of the coagulation body pond body is provided with methane outlet, and the methane outlet is connected to biogas pipeline through blast pipe, Provided with the stripping tube that several are arranged vertically in the concrete sump body, the biogas pipeline is through the concrete basin bottom Air inlet is communicated on the biogas entrance of the air lift bottom of the tube, the biogas pipeline along airflow direction and is sequentially provided with biogas storage Outside device and Marsh gas compression machine, the part biogas of the biogas storage device arrange Collection utilization and another part is discharged into the biogas Compressor;
The bottom of the concrete basin is provided with discharging opening, and the discharging opening is connected to discharge header pipe through discharge nozzle, described A water outlet part for discharge header pipe is back to the charging house steward and another part water outlet enters sludge-water separating system, the muddy water The sludge reflux that piece-rate system is isolated is to the concrete basin, and the clear water that the sludge-water separating system is isolated is drained into subsequently Processing system.
In some embodiments wherein, the discharge header pipe includes setting gradually the first discharge header pipe and the second discharging Circulating pump is set in house steward, first discharge header pipe, removed between first discharge header pipe, the second discharge header pipe provided with eddy flow Sand device, the discharge end of first discharge header pipe connects the water inlet of the hydrocyclone, the water outlet of the hydrocyclone Mouth is connected to the feed end of second discharge header pipe.
In some embodiments wherein, the sludge reflux that the sludge-water separating system is isolated is total to the charging Pipe.
In some embodiments wherein, the feed pipe is provided with inlet valve, and the discharge nozzle is provided with outlet valve.
Compared with prior art, the utility model has the advantages that:
1. use the technical solution of the utility model, when setting multiple concrete basins in parallel, each pond body has Water inlet, can avoid the too high caused acidifying problem of some pond body influent load;
2. use the technical solution of the utility model, by the mixed material of concrete basin bottom be back to water inlet manifold with Water inlet mixing, can dilute input concentration, increase feed rate, make water distribution evenly;
3. the technical solution of the utility model is used, the sludge reflux that sludge-water separating system is isolated to concrete sump Body, can prevent from being acidified in concrete sump body;
4. using the technical solution of the utility model, multiple stripping tubes are set in concrete sump body, more abundant, energy consumption is stirred It is low;
5. using the technical solution of the utility model, newly-built tank body can be saved by transforming existing concrete basin Cost;
6. using the further technical scheme of the utility model, hydrocyclone is set, can be with oily in kitchen garbage, waste-water Fat formation fatty acid calcium particle, it is to avoid pipeline blockage, take reactor volume the problems such as.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the utility model embodiment, required in being described below to embodiment The accompanying drawing used is briefly described, and drawings in the following description are only some embodiments of the present utility model, for ability For the those of ordinary skill of domain, on the premise of not paying creative work, it can also be obtained according to these accompanying drawings other attached Figure.
Fig. 1 is that the utility model is used for the structural representation for the concrete basin anaerobic reactor embodiment that kitchen garbage is handled Figure;
Wherein:
1st, concrete basin;1-1, charging aperture;1-2, discharging opening;1-3, air inlet;1-4, methane outlet;
2nd, feed pipe;
3rd, house steward is fed;
4th, inlet valve;
5th, biogas pipeline;
6th, biogas storage device;
7th, Marsh gas compression machine;
8th, stripping tube;8-1, biogas entrance;
9th, discharge nozzle;
10th, outlet valve;
11st, the first discharge header pipe;
12nd, the second discharge header pipe;
13rd, circulating pump;
14th, hydrocyclone;
15th, sludge-water separating system;
16th, sludge return pipe;
17th, sludge reflux pump;
18th, blast pipe;
19th, intake pump.
Embodiment
Such scheme is described further below in conjunction with specific embodiment.It should be understood that these embodiments are to be used to illustrate The utility model and be not limited to limit scope of the present utility model.The implementation condition used in embodiment can be according to specific producer Condition do further adjustment, unreceipted implementation condition is usually the condition in normal experiment.
It is that the schematic diagram of the utility model embodiment is used for the concrete sump that kitchen garbage is handled there is provided a kind of referring to Fig. 1 Body anaerobic reactor, including four concrete basins 1 for separating setting, it should be appreciated that the number of concrete basin 1 can be according to need Set, the utility model is not limited here, the top of each concrete basin 1 is equipped with charging aperture 1-1, charging aperture 1- 1 is connected to charging house steward 3 through feed pipe 2, and charging house steward 3 is provided with intake pump 19.
The top of each concrete basin 1 is equipped with methane outlet 1-4, and methane outlet 1-4 is connected to natural pond through blast pipe 18 Provided with the stripping tube 8 that several are arranged vertically in feed channel 5, each concrete basin 1, biogas pipeline 5 is through under concrete basin 1 The air inlet 1-3 in portion is communicated to the biogas entrance 8-1 of the bottom of stripping tube 8, and natural pond is sequentially provided with along airflow direction on biogas pipeline 5 Gas storage fills 6 and put with Marsh gas compression machine 7, row's Collection utilization outside the part biogas of biogas storage device 5 and another part is discharged into natural pond Air compressor 6.
The bottom of concrete basin 1 is provided with discharging opening 1-2, and discharging opening 1-2 is connected to discharge header pipe through discharge nozzle 9, discharges House steward is provided with circulating pump 13, and a water outlet part for discharge pipe is back to charging house steward 3 and another part water outlet enters muddy water Piece-rate system 15, the sludge that sludge-water separating system 15 is isolated is back to concrete basin 1, muddy water point through sludge return pipe 16 The clear water isolated from system 15 is discharged into aftertreatment systems, and sludge return pipe 16 is provided with sludge reflux pump 17, in order to just In the arrangement of pipeline, it is preferred that the sludge that sludge-water separating system 15 is isolated is back to charging house steward through sludge return pipe 16 3。
In order to further optimize implementation result of the present utility model, it is to avoid there is the fat of grease formation in kitchen garbage, waste-water Sour calcium particle blocking pipeline, occupancy reactor volume, discharge header pipe include setting gradually the first discharge header pipe 11 and the second discharging House steward 12, and circulating pump 13 is set in the first discharge header pipe 11, and eddy flow is provided between the first discharge header pipe 11, the second discharge header pipe 12 Desander 14, the discharge end of the first discharge header pipe 11 connects the water inlet of hydrocyclone 14, the delivery port of hydrocyclone 14 It is connected to outside the feed end of the second discharge header pipe 12, the fatty acid calcium particle that hydrocyclone 14 is isolated and arranges, the second discharging is total The part effluent recycling of pipe 12 is discharged into sludge-water separating system 15 to house steward 3, another part water outlet of the second discharge header pipe 12 is fed.
For the ease of control feed rate and discharging flow, inlet valve 4 is provided with feed pipe 2, is provided with discharge nozzle 9 Outlet valve 10.
Examples detailed above is only to illustrate technical concepts and features of the present utility model, and its object is to allow be familiar with technique Personnel can understand content of the present utility model and implement according to this, and protection domain of the present utility model can not be limited with this.It is all The equivalent transformation done according to the utility model Spirit Essence or modification, should all cover protection domain of the present utility model it It is interior.

Claims (4)

1. the concrete basin anaerobic reactor handled for kitchen garbage, it is characterised in that:Including at least one concrete sump Body (1), the top of the concrete basin (1) is provided with charging aperture (1-1), and the charging aperture (1-1) is connected to through feed pipe (2) Feed house steward (3);
The top of the coagulation body pond body (1) is provided with methane outlet (1-4), and the methane outlet (1-4) connects through blast pipe (18) It is connected to the stripping tube (8) arranged vertically provided with several in biogas pipeline (5), the concrete basin (1), the biogas pipeline (5) air inlet (1-3) through the concrete basin (1) bottom is communicated to the biogas entrance (8- of the stripping tube (8) bottom 1) biogas storage device (6) and Marsh gas compression machine (7), the biogas, are sequentially provided with along airflow direction on the biogas pipeline (5) Outside the part biogas of storage device (6) arrange Collection utilization and another part is discharged into the Marsh gas compression machine (7);
The bottom of the concrete basin (1) is provided with discharging opening (1-2), and the discharging opening (1-2) is connected to out through discharge nozzle (9) Expect house steward, a water outlet part for the discharge header pipe is back to the charging house steward (3) and another part water outlet divides into muddy water From system (15), the sludge reflux that the sludge-water separating system (15) is isolated to the concrete basin (1), the muddy water point The clear water isolated from system (15) drains into aftertreatment systems.
2. the concrete basin anaerobic reactor according to claim 1 handled for kitchen garbage, it is characterised in that:Institute Stating discharge header pipe includes setting gradually setting in the first discharge header pipe (11) and the second discharge header pipe (12), first discharge header pipe Circulating pump (13) is put, hydrocyclone (14) is provided between first discharge header pipe (11), the second discharge header pipe (12), it is described The discharge end of first discharge header pipe (11) connects the water inlet of the hydrocyclone (14), and hydrocyclone (14) go out The mouth of a river is connected to the feed end of second discharge header pipe (12).
3. the concrete basin anaerobic reactor according to claim 1 or 2 handled for kitchen garbage, its feature exists In:The sludge reflux that the sludge-water separating system (15) is isolated feeds house steward (3) to described.
4. the concrete basin anaerobic reactor according to claim 3 handled for kitchen garbage, it is characterised in that:Institute Feed pipe (2) is stated provided with inlet valve (4), the discharge nozzle (9) is provided with outlet valve (10).
CN201720026380.5U 2017-01-10 2017-01-10 Concrete basin anaerobic reactor for kitchen garbage processing Active CN206384919U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720026380.5U CN206384919U (en) 2017-01-10 2017-01-10 Concrete basin anaerobic reactor for kitchen garbage processing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720026380.5U CN206384919U (en) 2017-01-10 2017-01-10 Concrete basin anaerobic reactor for kitchen garbage processing

Publications (1)

Publication Number Publication Date
CN206384919U true CN206384919U (en) 2017-08-08

Family

ID=59493153

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720026380.5U Active CN206384919U (en) 2017-01-10 2017-01-10 Concrete basin anaerobic reactor for kitchen garbage processing

Country Status (1)

Country Link
CN (1) CN206384919U (en)

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