CN207760191U - A kind of vertical microkinetic self-loopa efficient sewage treatment installation - Google Patents
A kind of vertical microkinetic self-loopa efficient sewage treatment installation Download PDFInfo
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- CN207760191U CN207760191U CN201721718103.7U CN201721718103U CN207760191U CN 207760191 U CN207760191 U CN 207760191U CN 201721718103 U CN201721718103 U CN 201721718103U CN 207760191 U CN207760191 U CN 207760191U
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- China
- Prior art keywords
- sewage
- biotron
- tank body
- fiberglass
- bucket
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- 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.)
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- 239000010865 sewage Substances 0.000 title claims abstract description 69
- 238000009434 installation Methods 0.000 title claims abstract description 11
- 239000011152 fibreglass Substances 0.000 claims abstract description 22
- 238000005276 aerator Methods 0.000 claims abstract description 10
- 230000002787 reinforcement Effects 0.000 claims abstract description 4
- 238000005273 aeration Methods 0.000 claims description 19
- 239000000945 filler Substances 0.000 claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 16
- 238000000746 purification Methods 0.000 abstract description 7
- 238000005265 energy consumption Methods 0.000 abstract description 4
- 239000012535 impurity Substances 0.000 abstract description 4
- 230000035484 reaction time Effects 0.000 abstract description 4
- 239000002245 particle Substances 0.000 abstract description 3
- 239000008213 purified water Substances 0.000 description 3
- 241000894006 Bacteria Species 0.000 description 2
- 241001148470 aerobic bacillus Species 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 239000000084 colloidal system Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000006053 organic reaction Methods 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 230000036284 oxygen consumption Effects 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a kind of vertical microkinetic self-loopa efficient sewage treatment installations,Reinforce tank body including fiberglass,The inside that the fiberglass reinforces tank body is equipped with sewage filter device successively from top to bottom,Bucket and biotron,Bucket is connected to biotron by conveying device,The inside of the biotron is equipped with effluent treatment plant,The position that the fiberglass reinforcement tank body corresponds to biotron is communicated with outlet pipe,This vertical microkinetic self-loopa efficient sewage treatment installation,Purification is filtered to sewage by sewage filter device,Impurity particle larger in decontaminated water is removed with this,Greatly reduce the sewage disposal difficulty in later stage,Filtered sewage is conveyed by conveying device,Its flow is adjustable,Convenient for reserving the sufficient reaction time for effluent treatment plant,By aerator to being aerated in biotron,Its non-power consumption,Greatly reduce the energy consumption of the sewage disposal device.
Description
Technical field
The utility model is related to technical field of sewage treatment equipment, specially a kind of vertical microkinetic self-loopa high-efficiency sewage
Processing equipment.
Background technology
In the prior art：Application publication number is that the patent of 106865765 A of CN discloses a kind of vertical microkinetic self-loopa
Efficient sewage treatment installation, including processing equipment ontology, the processing equipment ontology include bottom plate and the cylinder on bottom plate,
Anaerobic zone, oxygen consumption area and anoxic zone are provided in the cylinder, the anoxic zone includes inner cylinder, and water inlet is equipped in the inner cylinder
Pipe, the water inlet pipe are communicated with the outside across cylinder, and water inlet tube end is equipped with sewage inlet port, and the oxygen consumption area includes petal
Formula eddy flow cloth bucket, bucket and baffler, the anaerobic zone be set between cylinder and inner cylinder, early period the purification dynamics to sewage
It is small, cause the large granular impurity in sewage to remain more, trouble is brought for the sewage disposal in its later stage.
Utility model content
The technical problems to be solved in the utility model is to overcome existing defect, and it is high to provide a kind of vertical microkinetic self-loopa
Effect sewage disposal device greatly reduces the sewage disposal difficulty in later stage to the good purification of sewage, can effectively solve to carry on the back
The problems in scape technology.
To achieve the above object, the utility model provides the following technical solutions：A kind of vertical microkinetic self-loopa high-efficient sewage
Water treatment facilities, including fiberglass reinforce tank body, and the inside that the fiberglass reinforces tank body is equipped with sewage mistake successively from top to bottom
Filter device, bucket and biotron, bucket are connected to biotron by conveying device, and the inside of the biotron is equipped with sewage purification
Device, the position that fiberglass reinforcement tank body corresponds to biotron are communicated with aerator, and the fiberglass reinforces tank body and corresponds to biology
The position of room is communicated with outlet pipe, and the end of outlet pipe is equipped with solenoid valve, and the side that the fiberglass reinforces tank body is equipped with
Control switching group, control switching group input terminal and external power supply output end connect, it is described control switching group output end with
The input terminal of solenoid valve connects.
As a kind of optimal technical scheme of the utility model, the sewage filter device includes grid sewage-removing machine and sewage
Filter screen, grid sewage-removing machine and sewage filter net are installed in the inside that fiberglass reinforces tank body, and grid sewage-removing machine and sewage
Filter screen is distributed up and down, and the output end of the control switching group and the input terminal of grid sewage-removing machine connect.
As a kind of optimal technical scheme of the utility model, the conveying device includes spiral drain, and bucket passes through
Spiral drain is connected to biotron, and the junction of spiral drain and bucket is equipped with flow control valve, and the control is opened
The output end of pass group and the input terminal of flow control valve connect.
As a kind of optimal technical scheme of the utility model, the effluent treatment plant includes bioelastic filler, raw
Object elastic filler is distributed in the inside of biotron, and the surface of the bioelastic filler is equipped with biomembrane.
As a kind of optimal technical scheme of the utility model, the aerator includes aeration tube, aeration tube and biology
Chamber interior is connected to, and the end of aeration tube is equipped with aeration head.
Compared with prior art, the utility model has the beneficial effects that：This vertical microkinetic self-loopa high-efficiency sewage processing
Equipment is filtered purification by sewage filter device to sewage, removes impurity particle larger in decontaminated water with this, drops significantly
The low sewage disposal difficulty in later stage, conveys filtered sewage by conveying device, and flow is adjustable, convenient for for
Effluent treatment plant reserves the sufficient reaction time, by aerator to being aerated in biotron, non-power consumption, greatly
The energy consumption of the sewage disposal device is reduced greatly.
Description of the drawings
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model cross-sectional view of the structure.
In figure：1 fiberglass reinforce tank body, 2 control switching groups, 3 outlet pipes, 4 solenoid valves, 5 grid sewage-removing machines, 6 aeration heads,
It is 7 aeration tubes, 8 aerators, 9 spiral drains, 10 flow control valves, 11 sewage filter nets, 12 buckets, 13 biotrons, 14 defeated
Send device, 15 sewage filter devices, 16 biomembranes, 17 bioelastic fillers, 18 effluent treatment plants.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 2 are please referred to Fig.1, the utility model provides a kind of technical solution：At a kind of vertical microkinetic self-loopa high-efficiency sewage
Equipment is managed, including fiberglass reinforces tank body 1, the inside that fiberglass reinforces tank body 1 is equipped with sewage filter device successively from top to bottom
15, bucket 12 and biotron 13, bucket 12 and biotron 13 are connected to by conveying device 14, and the inside of biotron 13 is equipped with sewage
Purifier 18, the position that fiberglass reinforces the correspondence biotron 13 of tank body 1 are communicated with aerator 8, and it is right that fiberglass reinforces tank body 1
The position of biotron 13 is answered to be communicated with outlet pipe 3, the end of outlet pipe 3 is equipped with solenoid valve 4, and fiberglass reinforces the side of tank body 1
Face is equipped with control switching group 2, and the output end of the input terminal and external power supply that control switching group 2 connects, and controls the defeated of switching group 2
Outlet is connect with the input terminal of solenoid valve 4, controls the opening of solenoid valve 4 by controlling switching group 2, purified water body passes through water outlet
Pipe 3 is discharged；
Sewage filter device 15 includes grid sewage-removing machine 5 and sewage filter net 11, grid sewage-removing machine 5 and sewage filter net 11
It is installed in the inside that fiberglass reinforces tank body 1, and grid sewage-removing machine 5 and about 11 sewage filter net are distributed, and control switching group 2
Output end connect with the input terminal of grid sewage-removing machine 5, by sewage transport to grid sewage-removing machine 5, pass through and control switching group 2 and control
Grid sewage-removing machine 5 processed works, and grid sewage-removing machine 5 clears up the sludge in sewage, and the sewage after cleaning passes through sewage water filtration
Net 11 is filtered purification, greatly reduces the sewage disposal difficulty in later stage, and purified water body enters inside bucket 12；
Conveying device 14 includes spiral drain 9, and bucket 12 is connected to by spiral drain 9 with biotron 13, and spiral
The junction of drainpipe 9 and bucket 12 is equipped with flow control valve 10, controls the output end and flow control valve 10 of switching group 2
Input terminal connects, and the water in bucket 12 is delivered to by spiral drain 9 in biotron 13, and spiral drain 9 is in transmission process
In noiseless generation pass through to improve the muting function of the sewage disposal device and control switching group 2 and control flow control valve
The delivery rate of 10 pairs of spiral drains 9 is adjusted, convenient for reserving the sufficient reaction time for effluent treatment plant 18；
Effluent treatment plant 18 includes bioelastic filler 17, and bioelastic filler 17 is distributed in the inside of biotron 13,
The surface of bioelastic filler 17 is equipped with biomembrane 16, and bioelastic filler 17 is used as the carrier of biomembrane 16,
The organic pollution of deliquescent in decontaminated water and colloid is removed by the bacterium on biomembrane 16；
Aerator 8 includes aeration tube 7, and aeration tube 7 is connected to 13 inside of biotron, and the end of aeration tube 7 is equipped with
Aeration head 6 provides oxygen by aeration head 6 and aeration tube 7 for the aerobic bacteria in biotron 13, can carry out organic
Reaction, ensure that the reasonability of design, and its non-power consumption, greatly reduces the energy consumption of the sewage disposal device；
It controls switching group 2 and is equipped with button corresponding with solenoid valve 4, grid sewage-removing machine 5 and flow control valve 10.
When in use：By in sewage transport to grid sewage-removing machine 5,5 work of grid sewage-removing machine is controlled by controlling switching group 2
Make, grid sewage-removing machine 5 clears up the sludge in sewage, and the sewage after cleaning is filtered only by sewage filter net 11
Change, purified water body enters inside bucket 12；
Water in bucket 12 is delivered to by spiral drain 9 in biotron 13, and flow tune is controlled by controlling switching group 2
The delivery rate of spiral drain 9 is adjusted in section valve 10；
Bioelastic filler 17 is used as the carrier of biomembrane 16, and decontamination is removed by the bacterium on biomembrane 16
Deliquescent and colloid organic pollution in water；
Oxygen is provided for the aerobic bacteria in biotron 13 by aeration head 6 and aeration tube 7, can be carried out organic
Reaction.
The utility model is filtered purification by sewage filter device 15 to sewage, larger in decontaminated water to remove with this
Impurity particle greatly reduces the sewage disposal difficulty in later stage, is conveyed to filtered sewage by conveying device 14,
Flow is adjustable, convenient for reserving the sufficient reaction time for effluent treatment plant 18, by aerator 8 in biotron 13 into
Row aeration, non-power consumption greatly reduce the energy consumption of the sewage disposal device.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of vertical microkinetic self-loopa efficient sewage treatment installation, including fiberglass reinforce tank body（1）, it is characterised in that：
The fiberglass reinforces tank body（1）Inside from top to bottom successively be equipped with sewage filter device（15）, bucket（12）And biotron
（13）, bucket（12）And biotron（13）Pass through conveying device（14）Connection, the biotron（13）Inside be equipped with sewage it is net
Makeup is set（18）, fiberglass reinforcement tank body（1）Corresponding biotron（13）Position be communicated with aerator（8）, the fiberglass
Reinforce tank body（1）Corresponding biotron（13）Position be communicated with outlet pipe（3）, outlet pipe（3）End solenoid valve is installed
（4）, the fiberglass reinforcement tank body（1）Side control switching group is installed（2）, control switching group（2）Input terminal with it is outer
Connect the output end connection of power supply, the control switching group（2）Output end and solenoid valve（4）Input terminal connection.
2. a kind of vertical microkinetic self-loopa efficient sewage treatment installation according to claim 1, it is characterised in that：It is described
Sewage filter device（15）Including grid sewage-removing machine（5）And sewage filter net（11）, grid sewage-removing machine（5）And sewage filter net
（11）It is installed in fiberglass and reinforces tank body（1）Inside, and grid sewage-removing machine（5）And sewage filter net（11）Distribution up and down,
The control switching group（2）Output end and grid sewage-removing machine（5）Input terminal connection.
3. a kind of vertical microkinetic self-loopa efficient sewage treatment installation according to claim 1, it is characterised in that：It is described
Conveying device（14）Including spiral drain（9）, bucket（12）Pass through spiral drain（9）With biotron（13）Connection, and spiral shell
Revolve drainpipe（9）With bucket（12）Junction flow control valve is installed（10）, the control switching group（2）Output end with
Flow control valve（10）Input terminal connection.
4. a kind of vertical microkinetic self-loopa efficient sewage treatment installation according to claim 1, it is characterised in that：It is described
Effluent treatment plant（18）Including bioelastic filler（17）, bioelastic filler（17）It is distributed in biotron（13）Inside,
The bioelastic filler（17）Surface be equipped with biomembrane（16）.
5. a kind of vertical microkinetic self-loopa efficient sewage treatment installation according to claim 1, it is characterised in that：It is described
Aerator（8）Including aeration tube（7）, aeration tube（7）With biotron（13）Inside connection, and aeration tube（7）End installation
There is aeration head（6）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721718103.7U CN207760191U (en) | 2017-12-12 | 2017-12-12 | A kind of vertical microkinetic self-loopa efficient sewage treatment installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721718103.7U CN207760191U (en) | 2017-12-12 | 2017-12-12 | A kind of vertical microkinetic self-loopa efficient sewage treatment installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207760191U true CN207760191U (en) | 2018-08-24 |
Family
ID=63189938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721718103.7U Active CN207760191U (en) | 2017-12-12 | 2017-12-12 | A kind of vertical microkinetic self-loopa efficient sewage treatment installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207760191U (en) |
-
2017
- 2017-12-12 CN CN201721718103.7U patent/CN207760191U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240326 Address after: No. 77-8-3, Keyuan 2nd Street, Jiulongpo District, Chongqing, 400041 Patentee after: Liu Jiaqi Country or region after: China Address before: 550000 No. 200, South West loop, Xiaohe, Huaxi District, Guiyang, Guizhou Patentee before: GUIZHOU GREAT WALL ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Country or region before: China |
|
| TR01 | Transfer of patent right |