CN206325927U - A kind of organic garbage treatment system - Google Patents
A kind of organic garbage treatment system Download PDFInfo
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- CN206325927U CN206325927U CN201621016621.XU CN201621016621U CN206325927U CN 206325927 U CN206325927 U CN 206325927U CN 201621016621 U CN201621016621 U CN 201621016621U CN 206325927 U CN206325927 U CN 206325927U
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Abstract
The utility model provides a kind of organic garbage treatment system, including：Feeder equipment, is transported to organic waste；Crushing/dewatering equipment, including receive the feeder equipment transport organic waste come and the dehydration device for being ground into the reducing mechanism of fritter and communicating and being dehydrated in course of conveying to organic waste with reducing mechanism；Conveying equipment, is connected with crushing/dewatering equipment, and conveying is allocated to the organic waste after dehydration；Biochemical degradation equipment, is connected with conveying equipment, including at least one biochemical degradation device, for carrying out biochemical degradation to the organic waste after dehydration；Water treatment facilities, respectively the water discharging part with crushing/dewatering equipment and biochemical degradation equipment be connected, for collecting the refuse leachate produced by two kinds of equipment, and purified treatment is carried out to it；Gas purifying equipment, is connected with the discharge portion of biochemical degradation equipment, for carrying out peculiar smell removal to organic waste gas produced during being degraded.
Description
Technical field
The utility model belongs to organic waste circular treatment field, and in particular to a kind of organic garbage treatment system.
Background technology
Organic waste refers to the processing such as restaurant, hotel, enterprises and institutions dining room, food processing factory, family, consumption food mistake
The leftovers that are formed in journey, expired food, leftover bits and pieces, waste material the like waste, including the food that household kitchen wastes, market are abandoned
Expired food and food garbage that product and vegetable waste, food factory abandon etc., with producing, total amount is big, generating source is scattered, easily
Rot and single generating source produces the characteristics of quantity of refuse is few daily.Traditional handles use daily output day clear to rubbish
Method, the organic waste of multiple generating sources is collected into together, is then transported to garbage disposal center and is focused on.This kind
Processing method needs to consume substantial amounts of manpower and materials, and collection, transport and processing cost are higher.
In order to solve the above-mentioned technical problem, according to organic waste biodegradable it is strong the characteristics of, occur in the prior art
The waste reduction device of processing is carried out in situ using microbial technology to organic waste, first rubbish is carried out on source
Processing, the volume of rubbish is reduced, and is then again concentrated the rubbish after decrement treatment and is handled.
It can be produced in biodegradation process of the microorganism to organic waste in substantial amounts of water, and these water containing a large amount of
Organic acid and macromolecule organic, therefore, the COD value of these water is very high, it is necessary to further carry out purified treatment, Cai Nengpai
Enter sewage network or reuse.
But, waste reduction device of the prior art and without water processing establishment, produced by biodegradation process
Water be all first to be gathered, be then transported to particular procedure place and be focused on.So, transport organic waste institute
The expense of saving will occupy a part by the transport of water.Further, since the water produced by biodegradation process can not be returned
With again the flushing of reducing device can only use running water, that is, waste the processing cost that water resource adds rubbish.
Utility model content
The utility model is a kind of by crushing/dewatering equipment, biochemical degradation equipment, water treatment facilities and gas by providing
Cleaning equipment combines in the organic garbage treatment system of an entirety to solve the above problems, and realizes organic waste in processing procedure
Produced water is recycled.
The utility model employs following technical scheme：
The utility model provides a kind of organic garbage treatment system, with such technical characteristic, including：Feeding is set
It is standby, organic waste is transported；Crushing/dewatering equipment, including receive the next organic waste of feeder equipment transport and crushed
Into the reducing mechanism of fritter, and the dehydration dress for communicating and being dehydrated in course of conveying to organic waste with reducing mechanism
Put；Conveying equipment, is connected with crushing/dewatering equipment, and conveying is allocated to the organic waste after dehydration；Biochemical degradation equipment,
It is connected with conveying equipment, including at least one biochemical degradation device, for carrying out biochemical degradation to the organic waste after dehydration；
Water treatment facilities, respectively the water discharging part with crushing/dewatering equipment and biochemical degradation equipment be connected, for collect two kinds set
Standby produced refuse leachate, and purified treatment is carried out to it；And gas purifying equipment, and biochemical degradation equipment exhaust
Part is connected, for carrying out peculiar smell removal to organic waste gas produced during being degraded.
The organic garbage treatment system that the utility model is provided, also with such technical characteristic：Feeder equipment include pair
The pigeonholes that the organic waste is sorted, for choosing the inorganic matter that can not be decomposed.
The organic garbage treatment system that the utility model is provided, also with such technical characteristic：Reducing mechanism and sorting
It is connected on the downside of platform discharging opening.Dehydration device includes dehydration housing section, vertical or be obliquely installed, with being arranged under housing section
Garbage inlet in half part and the rubbish discharging opening being arranged in housing section top half, garbage inlet and crushing are filled
Put and be connected, rubbish discharging opening is connected with conveying equipment；Helical feed de-watering section, is arranged in housing section, to entering from rubbish
The organic waste that material mouth enters carries out helical feed, and is dehydrated in course of conveying, with vertical rotating shaft and is arranged on
Helical blade in vertical rotating shaft, the pitch of helical blade is gradually reduced from bottom to top；Drive division, is connected with vertical rotating shaft,
Rotated for drive shaft；Filter house, is circumferentially positioned at the periphery of helical feed de-watering section, for being carried out to the water taken off
Filter；First Drainage Division, and the housing bottom, the water for filtering abjection is emitted into sump, treats that water is delivered to water process by pump
Sump.
The organic garbage treatment system that the utility model is provided, also with such technical characteristic：Biochemical degradation equipment bag
At least two biochemical degradation devices being set up in parallel are included, and the refuse leachate produced by every biochemical degradation device is discharged
Drainage arrangement.Every biochemical degradation device there is the staving portion of strain and matrix that accommodates, be arranged on inside staving portion and
The mixing part that is stirred to organic waste, the drive division being driven to staving portion or mixing part, organic waste is degraded
Rinse part that filter house that produced water is filtered, the filter opening to filter house are rinsed and by through filter bores
Water and second Drainage Division in particle rubbish discharge staving portion, second Drainage Division is connected with drainage arrangement.
The organic garbage treatment system that the utility model is provided, also with such technical characteristic：Staving portion is in polygon,
Mixing part includes the horizontal rotating shaft that is horizontally arranged in staving portion and multiple is spaced in intervals on horizontal rotating shaft
Mixing component, the mixing component includes the cone sheets that two panels is in decussation, and the bottom of cone sheets is arranged on horizontal rotating shaft
On outer wall, top extends along with the perpendicular direction of horizontal rotating shaft, and drive division is outside staving portion and and horizontal rotating shaft
The motor of connection.
The organic garbage treatment system that the utility model is provided, also with such technical characteristic：Mixing component also includes
Scraping blade installed in two panels cone sheets top, the angle between the scraping blade and two panels cone sheets is 45 °, and top is trapezoidal.
The organic garbage treatment system that the utility model is provided, also with such technical characteristic：Staving portion is roller；Fortune
Send choose scattered portion include be arranged on inner wall of rotary drum on multiple helical blades and multiple rake knife assemblies, helical blade is to organic
Rubbish is transported and chosen scattered, and rake knife assembly is cut and chosen scattered to organic waste；The chain that drive division rotates for driving roller
Actuation or gear driven mechanism.
The organic garbage treatment system that the utility model is provided, also with such technical characteristic：Water treatment facilities include：
Refuse leachate collection device；Filter-pressing device is stirred, dosing stirring is carried out to refuse leachate, and carries out press filtration, will wherein
Solid separation；Purifier, carries out purified treatment to the refuse leachate after separation solid, obtains COD value and be less than
150mg/L recycle-water；And reuse water collecting device, recycle-water is collected.
The organic garbage treatment system that the utility model is provided, also with such technical characteristic：Purifier includes suitable
Air supporting portion, Aerobic Process for Treatment portion, deep oxidation portion and the precipitation portion of sequence connection.
It is 0.7~0.8 hour to separate residence time of the refuse leachate after solid in air supporting portion, in Aerobic Process for Treatment portion
Residence time be 16~20 hours, advanced treating portion residence time be 13~15 hours, the residence time in precipitation portion
For 5~7 hours.
The organic garbage treatment system that the utility model is provided, also with such technical characteristic：Gas purifying equipment is
Plasma deodorizing device.
Utility model is acted on and effect
The organic garbage treatment system provided according to the utility model, the processing system includes feeder equipment, crushes de-
Wetting system, conveying equipment, biochemical degradation equipment, water treatment facilities and gas purifying equipment, on the one hand, because crushing/dewatering is set
Standby and biochemical degradation equipment is connected with water treatment facilities respectively, and water of the two kinds of equipment produced by processing procedure can be by water
Processing equipment is handled, and the water process that COD value is more than 50000mg/L is less than to 150mg/L water into COD value, reuse is reached
In the standard for rinsing crushing/dewatering equipment and biochemical degradation equipment；On the other hand, because gas purifying equipment can be to biochemistry drop
Solve gas of the equipment produced by processing procedure and carry out peculiar smell removal so that the gas of discharge will not be polluted to environment.
Therefore, organic garbage treatment system of the present utility model can to organic waste during decrement treatment produced by
, be inconvenient to the sewage and gas that transport while being handled, and the water after processing is subject to reuse, finally only needed to processing
Organic waste residue afterwards is transported, and has not only been reduced cost of transportation but also has been reduced the utilization of running water.
Brief description of the drawings
Fig. 1 is the layout of the organic garbage treatment system in the utility model embodiment one；
Fig. 2 is that the structure of the organic garbage treatment system not comprising water treatment facilities in the utility model embodiment one is shown
It is intended to；
Fig. 3 is the structural representation for being dehydrated feeder equipment in the utility model embodiment one；
Fig. 4 is the structural representation of the biochemical degradation device in the utility model embodiment one；
Fig. 5 is the structural representation of the mixing part in the utility model embodiment one；
Fig. 6 is the planar structure schematic diagram of the mixing part in the utility model embodiment one；
Fig. 7 is the layout of the purifier in the utility model embodiment one；
Fig. 8 is the structural representation of the biochemical degradation equipment in the utility model embodiment two；
Fig. 9 is the planar structure schematic diagram of the biochemical degradation equipment in the utility model embodiment two.
Embodiment
Illustrate embodiment of the present utility model below in conjunction with accompanying drawing.
Embodiment one
Fig. 1 is the layout of the organic garbage treatment system in the present embodiment one；Fig. 2 is not including in the present embodiment one
The structural representation of the organic garbage treatment system of water treatment facilities.
As depicted in figs. 1 and 2, organic garbage treatment system 100 is set by feeder equipment 10, crushing/dewatering equipment 11, conveying
Standby 12, biochemical degradation equipment 13, water treatment facilities 14 and 15 groups of the gas purifying equipment in biochemical degradation equipment 13
Into.
Feeder equipment 10 is made up of stack pallet and pigeonholes 10a, after stack pallet pours into rubbish on pigeonholes 10a, rubbish
The solid refuse that polybag and metallic article in rubbish etc. can not be degraded by microorganisms is sorted out, is sorted the rubbish finished and is led to
Conveyance conduit is crossed to enter in crushing/dewatering equipment 11.
Crushing/dewatering equipment 11 includes reducing mechanism 16 and dehydration device.Reducing mechanism 16 discharges installed in pigeonholes 10a
The downside of mouth, is crushed to the organic waste after sorting, and organic waste after crushed is dehydrated into dehydration device is interior.
Fig. 3 is the structural representation of the dehydration device in the present embodiment one.
As shown in Figures 2 and 3, dehydration device includes dehydration housing section 17, helical feed de-watering section 18, drive division 19, mistake
Filter portion 20, spray portion 21 and the first Drainage Division 22 installed in housing bottom.Wherein, helical feed de-watering section 18 is vertically arranged
In dehydration housing section 17, drive division 19 is located at the top of housing, and filter house 20 is circumferentially positioned at helical feed de-watering section 18
Periphery, spray portion 21 is arranged on the wall of dehydration housing section 17, and the first Drainage Division 22 is arranged on the bottom of dehydration housing section 17.
Dehydration housing section 17 is vertical or is obliquely installed, with garbage inlet 171, the setting for being arranged on housing the latter half
Center section maintenance window 172 and be arranged on the rubbish discharging opening 173 of top half.Garbage inlet 171 and crushing
The output channel of device is connected, and rubbish discharging opening 173 is connected with conveying equipment 12.
Helical feed de-watering section 18 includes the vertical rotating shaft 171 connected with drive division 19 and installed in the vertical rotating shaft
Helical blade 172 on 171, the pitch of helical blade 172 is gradually reduced from bottom to top.When organic waste enters garbage inlet
After 171, it is delivered up under rotating shaft 171 and the drive of helical blade 172 by spiral, and by helical blade in course of conveying
Crush, because the pitch of helical blade 172 is gradually reduced from bottom to top, organic waste can also be by during being delivered up
Gradually it is extruded and is dehydrated.Deviate from the water gone after the filtering of filter house 20, discharged by the first Drainage Division 22.
The one end in spray portion 21 is located at case inside, and the other end is located at hull outside, connected with feed pipe, for filtering
The filter bores in portion 20 are rinsed, and prevent from being blocked by rubbish material.
As shown in Fig. 2 the feeding mouth of sub-material auger 12 is connected with the discharging opening 173 of dehydration device, its discharging opening has four
Individual, the feeding mouth with four biochemical degradation devices 23 is connected respectively.
As depicted in figs. 1 and 2, biochemical degradation equipment 13 includes the four biochemical degradation devices 23 and draining being arranged in parallel
Device.Fig. 4 is the structural representation of the biochemical degradation device of the present embodiment one.
As shown in figure 4, biochemical degradation device 23 include staving portion 24, mixing part 25, filter house 26, the second Drainage Division 27,
Rinse part 28 and internal spray portion 29.Mixing part 25 is arranged in the latter half in staving portion 24, and filter house 26 is set
Downside in mixing part 25, the second Drainage Division 27 is arranged on the bottom in staving portion 24, and rinse part 28 is arranged on filter house 26
And second between Drainage Division 27, internal spray portion 29 is arranged in the top half in staving portion 24.
The cross section of the top half in staving portion 24 is rectangular, and the cross section of the latter half is in irregular polygon, its
Top is provided with feeding mouth 24a, and bottom is provided with discharging opening 24b at top position.
Fig. 5 is the structural representation of the mixing part in the present embodiment one；Fig. 6 is the plane of the mixing part in the present embodiment one
Structural representation.
As shown in Figure 5 and Figure 6, mixing part 25 includes horizontal rotating shaft 30 and multiple be spaced in intervals is fixedly mounted on water
Mixing component 31 on flat turn axle 30.Four mixing components 31 are one group, and first extends inwards, and second stretches out, the
Three upwardly extend, and the 4th extends downwardly.
Each mixing component 31 is included in the first cone sheets 32 of decussation, the second cone sheets 33 and installed in two
The scraping blade 34 on cone sheets top.First cone sheets 32 is made up of 32a and 32b two parts, and the second cone sheets 33 is by 33a and 33b two
Part is constituted, and scraping blade 34 is obliquely installed relative to cone sheets, and the angle between two panels cone sheets is 45 °, meanwhile, scraping blade
Top is configured to trapezoidal, is preferably contacted for the inwall with staving subordinate's half part.
One end connection motor of horizontal rotating shaft 30, as shown in figure 4, when horizontal rotating shaft 30 is under the driving of motor
When being rotated, each mixing component forms movement locus S in staving portion, in this process, and two cone sheets constantly will
Organic waste is stirred, and continuous and staving portion the inwall of scraping blade 34 is in contact, and the organic waste being bonded on inwall is scraped.
Filter house 26 be screen pack, for being degraded to organic waste during produced by refuse leachate carried out
Filter, the refuse leachate filtered out is collected by the second Drainage Division 27.The upper surface of screen pack is arranged to arcwall face, and scrapes
The top of piece 34 matches；Second Drainage Division 27 is a water receiving tank, and the water receiving tank higher end is low, low one end and draining
Device is connected.
Rinse part 28 includes a two filter house rinsing unit 28a and water receiving tank rinsing unit 28b.Two filter house punchings
Wash widths of the unit 28a along screen pack to set, installed in the lower section of screen pack, including wash tub pipe and multiple set
The mouth spray upwardly opened in wash tub pipe upper end is put, to screen pack between these spray heads each other across a certain distance
Mesh is backwashed, to prevent being blocked by organic waste.Water receiving tank rinsing unit 28b is installed in two filter house rinsing units
28a lower section, its syringe pipe is arranged on the high-end of water receiving tank, and the bottom of water receiving tank is rinsed using impact of water, simultaneously will
Rubbish material through filter bores is together rushed in the second Drainage Division in company with the refuse leachate in groove.
Internal spray portion 29 is installed in the top half in staving portion, the humidity for increasing organic waste.
Drainage arrangement portion and all water receiving tanks are all connected with, and the water in each water receiving tank is pooled together into row's Water purification
Equipment 14.
As shown in figure 1, water treatment facilities 14 include refuse leachate collection device 35, stirring filter-pressing device 36, water purification cartridge
Put 37 and reuse water collecting device 38.
Refuse leachate collection device 35 is sump, and dehydration device is set wherein, and the sump is while and dehydration device
The first Drainage Division and biochemical degradation equipment the second Drainage Division connection, by produced by two kinds of equipment refuse leachate carry out
Collect.
Stirring filter-pressing device 36 includes drug mixing pool 361, filter press 362 and sedimentation basin 363.Drug mixing pool 361 and medicine-adding bin
Group connection, for adjusting the Ph values in drug mixing pool；Filter press 362 is connected with drug mixing pool 361, and pH value in drug mixing pool 361 is adjusted
Refuse leachate after whole carries out press filtration, and solid therein is separated；Sedimentation basin 363 is connected with filter press 362, for pressure
Filter 362 is press-filtered out the water come and precipitated.
Overflow pipe is provided with sedimentation basin 363, most press filtration water is entered purifier by the overflow pipe by overflow
In 37；A pump 363a is provided with the middle part water level of sedimentation basin 363, and passes through this pump and the water receiving tank of biochemical degradation equipment 13
Rinsing unit 28b is connected and rinsed for water receiving tank.After press filtration water sedimentation is finished, by pool bottom sludge pump by base sludge weight
New blowback drug mixing pool 361 is carried out dosing stirring again.
Fig. 7 is the layout of the purifier in the present embodiment one；
As shown in fig. 7, purifier 37 includes the air supporting portion 371, Aerobic Process for Treatment portion 372, deep oxidation portion being linked in sequence
373 and precipitation portion 374.Above by the press filtration water of spout hole successively through air supporting, Aerobic Process for Treatment, deep oxidation and precipitation
Afterwards, the recycle-water that COD value is less than 150mg/L is obtained.Wherein, the dope in deep oxidation portion 373 and precipitation portion 374 is introduced back
In oxygen processing unit, degraded or adsorbed again by microorganisms such as the nitrobacteria in activated sludge, phosphobacterias.
The physical dimension of aforementioned four processing unit and effect are aggregated in table 1 below：
The physical dimension of 1 four processing units of table and effect
As shown in figure 1, recycle-water is stored in reuse water collecting device 38.
As shown in Figure 1 and Figure 4, two filter house rinsing unit 28a adapter roads 393 altogether.In reuse water collecting device 38
Recycle-water is sprayed by filter house rinsing unit 28a after pipeline 393, the mesh of screen pack is backwashed.Water receiving tank is rushed
Wash unit 28b with pipeline 391 to be connected, the water that the pipeline is connect city's water and pumped out from sedimentation basin 363 simultaneously by three-phase valve, when
When the water that the latter produces is larger, then the bottom of water receiving tank is rinsed using the water pumped out in sedimentation basin 363, works as sedimentation basin
During 363 water shortage, then using city's water.
Internal spray portion 29 is connected with pipeline 392, and pipeline Zhi Zou city's water is in order to avoid flora is affected in bucket.
The effect of embodiment one and effect
The organic garbage treatment system provided according to the present embodiment, the processing system includes feeder equipment, crushing/dewatering
Equipment, conveying equipment, biochemical degradation equipment, water treatment facilities and gas purifying equipment, on the one hand, due to crushing/dewatering equipment
Connected respectively with water treatment facilities with biochemical degradation equipment, water of the two kinds of equipment produced by processing procedure can be by water
Reason equipment is handled, and the water process that COD value is more than 50000mg/L is less than to 150mg/L water into COD value, reaches that reuse is used
In the standard for rinsing dehydration disintegrating apparatus and biochemical degradation equipment；On the other hand, because gas purifying equipment can be to biochemistry drop
Solve gas of the equipment produced by processing procedure and carry out peculiar smell removal so that the gas of discharge will not be polluted to environment.
Therefore, the organic garbage treatment system of the present embodiment can to organic waste during decrement treatment produced by
, be inconvenient to the sewage and gas that transport while being handled, and the water after processing is subject to reuse, finally only needed to processing
Organic waste residue afterwards is transported, and has not only been reduced cost of transportation but also has been reduced the utilization of running water.
Embodiment two
In the present embodiment two, and the identical structure of embodiment one gives identical symbol, and omits corresponding explanation.
Embodiment two and embodiment one only difference is that：The structure type of biochemical degradation device is different.
Fig. 8 is the structural representation of the biochemical degradation equipment in the present embodiment two；Fig. 9 is the biochemical drop in the present embodiment two
Solve the planar structure schematic diagram of equipment.
As shown in Figure 8 and Figure 9, biochemical degradation device 40 includes support frame 41, roller 42, sprocket drive 43, transport
Choose scattered portion 44, filter house 47, water-accepting part 48, spray portion 49, erosion and deposition portion 50 and discharge outlet 51.
Support frame 41 is rectangular, four weighbridge 41a is symmetrically installed with lower surface, to the weight of the organic waste in roller 42
Amount is detected；Roller 42 is arranged on the upper surface of support frame, is rotated, will rolled under the drive of sprocket drive 43
Organic waste and strain in cylinder are mixed.
Transport and choose scattered portion 44 on the inwall of roller 42, including multiple helical blades on inner wall of rotary drum
45 and multiple rake knife assemblies 46, helical blade 45 transported and chosen scattered to organic waste, harrows knife assembly by multiple rake knives
Blade is constituted, and organic waste is cut and chosen be scattered.
Filter house 47 includes filter and many reinforcements installed in filtering back.Filter is in long strip-board shape,
Length is identical with the length of roller 42, and is set along the length direction of roller 42, is provided with multiple filter bores on filter, uses
The refuse leachate produced after being decomposed to organic waste through thalline is filtered, and filters the percolate finished through discharge outlet
51 discharge rollers 42.
The curved channel-shaped of water-accepting part 48, the outer wall of wound drum 42 is set, and is provided with flow export.It is quiet in roll body
When only, discharge outlet 51 is just and flow export is relative, and the flow export by rubbish material and water through filter bores for draining into the
In two Drainage Divisions.
Spray portion 49 and the back side of filter are relative, for being rinsed to the filter bores on filter, on the one hand prevent
Filter bores are blocked by rubbish, on the other hand for increasing the humidity in roll body, including it is multiple along roller 42 axially side by side
The spray head 49a of setting, the spray header 49b connected with the spray head.Spray head 49a one end is arranged on the outer wall of roller 42
On, it is connected by flexible pipe with spray header 49b side wall, the wall of the other end through roller 42 extends to the inner side of roller 42,
For the water in spray header to be sprayed.
Erosion and deposition portion 50 include erosion and deposition head and with the erosion and deposition water pipe that connect of erosion and deposition head, one end of erosion and deposition head by flexible pipe with
The side wall of erosion and deposition water pipe is connected, and the wall of the other end through roller 42 extends to the inner side of roller, for by erosion and deposition water pipe
Water is sprayed, and rubbish material and water through filter bores are rushed at discharge outlet 51.
In the present embodiment two, the rotation of roller 42 is driven by sprocket drive, can also be used common
Gear driven mechanism is driven, i.e., driven gear be arranged on roller side wall on, the driving tooth being meshed with the driven gear
Wheel and motor connection, drive driven gear to rotate under the driving of motor, and then drive roller to rotate.
The effect of embodiment two and effect
The present embodiment two provides a kind of biochemical degradation device of other structures form, on the one hand, due to being not required in roller
Special rabbling mechanism is set, and roller need to only be rotated under the driving of drive division, it becomes possible to organic waste and thalline
Mixed, solve rabbling mechanism in the prior art and be arranged in cylinder, the problem of occupying space in cylinder；On the other hand, due to
Continuous blade and rake knife assembly are installed, when roller is rotated, continuous blade can not only be by roller on the inwall of roll body
Intrinsic organic waste is transported forward, and can comprehensively be chosen scattered to it in axial direction, and rake knife assembly can be radially
Comprehensively chosen scattered to rubbish, solve and there is the problem of choosing scattered dead angle in the prior art.
Claims (10)
1. a kind of organic garbage treatment system, it is characterised in that including：
Feeder equipment, is transported to the organic waste；
Crushing/dewatering equipment, including receive the next organic waste of the feeder equipment transport and be ground into the powder of fritter
Crushing device, and the dehydration dress for communicating and being dehydrated in course of conveying to the organic waste with the reducing mechanism
Put；
Conveying equipment, is connected with the crushing/dewatering equipment, conveying is allocated to the organic waste after the dehydration；
Biochemical degradation equipment, is connected with the conveying equipment, including at least one biochemical degradation device, after to dehydration
Organic waste carries out biochemical degradation；
Water treatment facilities, respectively the water discharging part with the crushing/dewatering equipment and the biochemical degradation equipment be connected, use
Refuse leachate produced by two kinds of equipment are collected, and purified treatment is carried out to it；And
Gas purifying equipment, is connected with the discharge portion of the biochemical degradation equipment, for being dropped to the organic waste
Gas produced by during solution carries out peculiar smell removal.
2. organic garbage treatment system according to claim 1, it is characterised in that：
Wherein, the feeder equipment includes the pigeonholes sorted to the organic waste, for choosing what can not be decomposed
Inorganic matter.
3. organic garbage treatment system according to claim 2, it is characterised in that：
Wherein, the reducing mechanism is on the downside of the pigeonholes discharging opening with being connected,
The dehydration device includes：
It is dehydrated housing section, it is vertical or be obliquely installed, with the garbage inlet and setting being arranged on housing section the latter half
Rubbish discharging opening in top half, the garbage inlet is connected with the reducing mechanism, the rubbish discharging opening and
The conveying equipment is connected；
Helical feed de-watering section, is arranged in the housing section, and spiral shell is carried out to the organic waste entered from the garbage inlet
Rotation conveying, and be dehydrated in course of conveying, the helical blade with vertical rotating shaft and in the vertical rotating shaft,
The pitch of the helical blade is gradually reduced from bottom to top；
Drive division, is connected with the vertical rotating shaft, for driving the vertical axis of rotation；
Filter house, is circumferentially positioned at the periphery of the helical feed de-watering section, for being filtered to the water taken off；
First Drainage Division, is arranged on the bottom of the dehydration housing section, the water for filtering abjection is emitted into sump, treats that pump will
Water delivers to water process sump.
4. organic garbage treatment system according to claim 1, it is characterised in that：
Wherein, the biochemical degradation equipment includes：
At least two biochemical degradation devices that are set up in parallel, and the rubbish produced by every biochemical degradation device is permeated
The drainage arrangement of liquid discharge,
Every biochemical degradation device there is the staving portion of strain and matrix that accommodates, be arranged on inside the staving portion and
The mixing part that is stirred to organic waste, the drive division being driven to the staving portion or mixing part, to organic waste quilt
Filter house that water produced by degraded is filtered, the rinse part being rinsed to the filter opening of the filter house and it will pass through
The water and particle rubbish of the filter bores discharge second Drainage Division in the staving portion, second Drainage Division and the row
Water installations are connected.
5. organic garbage treatment system according to claim 4, it is characterised in that：
Wherein, the staving portion is in polygon,
The mixing part includes the horizontal rotating shaft being horizontally arranged in the staving portion and multiple be spaced in intervals is arranged on
Mixing component on the horizontal rotating shaft, the mixing component includes the cone sheets that two panels is in decussation, the cone sheets
Bottom is arranged on the outer wall of the horizontal rotating shaft, and top extends along with the perpendicular direction of the horizontal rotating shaft,
The drive division for outside the staving portion and with the horizontal rotating shaft connect motor.
6. organic garbage treatment system according to claim 5, it is characterised in that：
Wherein, the mixing component also includes the scraping blade installed in cone sheets top described in two panels, the scraping blade and two panels cone sheets
Between angle be 45 °, top is trapezoidal.
7. organic garbage treatment system according to claim 4, it is characterised in that：
Wherein, the staving portion is roller,
Scattered portion is chosen in the transport includes multiple helical blades and multiple rake knife assemblies on the inner wall of rotary drum, institute
State helical blade and the organic waste transported and chosen scattered, it is described rake knife assembly to the organic waste carry out cutting and
Choose scattered,
Sprocket drive or gear driven mechanism that the drive division rotates for the driving roller.
8. organic garbage treatment system according to claim 1, it is characterised in that：
Wherein, the water treatment facilities include：
Refuse leachate collection device；
Filter-pressing device is stirred, dosing stirring is carried out to the refuse leachate, and carries out press filtration, by solid therein point
From；
Purifier, purified treatment is carried out to the refuse leachate after separation solid, obtains COD value returning less than 150mg/L
Use water；And
Reuse water collecting device, the recycle-water is collected.
9. organic garbage treatment system according to claim 7, it is characterised in that：
Wherein, the purifier includes air supporting portion, Aerobic Process for Treatment portion, deep oxidation portion and the precipitation portion being linked in sequence,
It is 0.7~0.8 hour to separate residence time of the refuse leachate after solid in the air supporting portion, at the aerobic place
The residence time in reason portion is 16~20 hours, and the residence time in the advanced treating portion is 13~15 hours, in the precipitation
The residence time in portion is 5~7 hours.
10. organic garbage treatment system according to claim 1, it is characterised in that：
Wherein, the gas purifying equipment is plasma deodorizing device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621016621.XU CN206325927U (en) | 2016-08-31 | 2016-08-31 | A kind of organic garbage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621016621.XU CN206325927U (en) | 2016-08-31 | 2016-08-31 | A kind of organic garbage treatment system |
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| CN106180155A (en) * | 2016-08-31 | 2016-12-07 | 上海恒晔生物科技有限公司 | A kind of organic garbage treatment system |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106180155A (en) * | 2016-08-31 | 2016-12-07 | 上海恒晔生物科技有限公司 | A kind of organic garbage treatment system |
| CN106180155B (en) * | 2016-08-31 | 2021-01-15 | 上海恒晔生物科技有限公司 | Organic garbage treatment system |
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