CN206089174U - Sewage aerobic biochemical treatment treatment facility - Google Patents
Sewage aerobic biochemical treatment treatment facility Download PDFInfo
- Publication number
- CN206089174U CN206089174U CN201621139767.3U CN201621139767U CN206089174U CN 206089174 U CN206089174 U CN 206089174U CN 201621139767 U CN201621139767 U CN 201621139767U CN 206089174 U CN206089174 U CN 206089174U
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- China
- Prior art keywords
- separator
- aerobic
- settling vat
- biochemical treatment
- equipment
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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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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a sewage aerobic biochemical treatment treatment facility, including good oxygen pond, it subsides the bucket to be equipped with in the good oxygen pond, the bottom surface opening part that subsides the bucket is equipped with separator, separator's cross sectional area from the top down is crescent, separator with subside and form the gap between the inner wall of bucket, subside the trompil on bucket side upper portion and connect the outlet pipe. The utility model has the advantages of: through subside the bucket inside form stabilize the subenvironment, effectively separate sewage and biological carrier, made sewage in the oxygen pond need not to stew and subside, realized the continuous operation of aerobic biochemical treatment processing procedure, improved waste water treatment capacity.
Description
Technical field
The utility model is related to a kind of sewage disposal device, more particularly to a kind of equipment for aerobic biochemical treatment of sewage water.
Background technology
Aerobic biochemical process processes sewage, is that sewage is carried out using the aerobic bacteria in the bio-carrier being distributed in Aerobic Pond
Process.Batch (-type) handling process, the i.e. sewage Jing aerations certain hour in Aerobic Pond is usually taken, aerobic treatment is completed
Afterwards, then standing certain hour makes bio-carrier be deposited to Aerobic Pond bottom, Aerobic Pond top is then discharged Jing after settlement treatment
Sewage.Because the aerobic treatment process of this handling process can not continuously be run, sewage treatment capacity is have impact on.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of sewage aerobic that can continuously run aerobic process
Biochemical processing device.
The utility model is to solve above-mentioned technical problem by the following technical programs, equipment for aerobic biochemical treatment of sewage water,
Including Aerobic Pond, in the Aerobic Pond settling vat is provided with；Separator, the separation are provided with the bottom surface opening of the settling vat
The cross-sectional area of device gradually increases from top to bottom, and between the inwall of the separator and the settling vat gap is formed；
The perforate connection outlet pipe of the settling vat side surface upper part.
Used as the technical scheme of optimization, the settling vat is cylinder, and the separator is flared structure.
Used as the technical scheme of optimization, the top of the separator is located in the settling vat, and its underpart is located at described
Gap is formed between the Xia Kou edges of the lower section of settling vat, the side of the separator and the settling vat.
As the technical scheme of optimization, wireway, the lower end connection of the wireway are provided with the top of the separator
The top face of the settling vat is led in the opening of the separation unit overhead, the upper end of the wireway.
Used as the technical scheme of optimization, the basal diameter of the separator is more than the diameter of the settling vat.
Used as the technical scheme of optimization, the settling vat is located at two pool wall intersections of the Aerobic Pond.
Used as the technical scheme of optimization, the outlet pipe is connected at the 0.3-0.5 rice of settling vat top.
Used as the technical scheme of optimization, the bottom of the separator is located at the pond eminence of bottom surface 1/3 away from the Aerobic Pond.
Used as the technical scheme of optimization, the bottom of the Aerobic Pond is provided with aerator, by roots blower to the aeration
Device air feed.
The utility model has the advantage of：The stable subenvironment being internally formed by settling vat, efficiently separates sewage and life
Thing carrier, makes the sewage in Aerobic Pond to carry out standing sedimentation, realizes the continuous operation of aerobic treatment process, improves
Sewage treatment capacity.
Description of the drawings
Fig. 1 is the structural representation of the utility model equipment for aerobic biochemical treatment of sewage water.
Specific embodiment
As shown in figure 1, equipment for aerobic biochemical treatment of sewage water, including Aerobic Pond 1, settling vat 2 is provided with Aerobic Pond 1, settle
Separator 3, the perforate connection outlet pipe 4 of the side surface upper part of settling vat 2 are provided with the bottom surface opening of bucket 2.
Settling vat 2 is hollow cylinder, and separator 3 is up-small and down-big flared structure；The upper bit of separator 3
In settling vat 2, its underpart is located at the lower section of settling vat 2, shape between the side of separator 3 and the Xia Kou edges of settling vat 2
Into gap.
Separator 3 prevents the aeration gas flow in Aerobic Pond 1 from entering in settling vat 2, formed in settling vat 2 one it is stable
Subenvironment, bio-carrier and sewage can reach separation well in settling vat 2；Bio-carrier is on the bottom edge point of settling vat 2
Flow out from device 3, due to area expand, water velocity reduce, bio-carrier can rapid subsidence to Aerobic Pond 1 bottom；Nothing
Standing sedimentation process, aerobic process continuously-running need to be carried out.
The top of separator 3 is provided with wireway 5, the opening at the top of lower end connection separator 3 of wireway 5, air guide
The top face of settling vat 2 is led in the upper end of pipe 5.
Wireway 5 upwards discharges the gas for being collected at the lower surface of separator 3.
Settling vat 2 is located at two pool wall intersections of Aerobic Pond 1；Outlet pipe 4 is connected to away from the top 0.3-0.5 rice of settling vat 2
Place；The bottom of separator 3 is located at the pond eminence of bottom surface 1/3 away from Aerobic Pond 1.
The bottom of Aerobic Pond 1 is provided with aerator 6, and aerator 6 passes through roots blower air feed.
The aeration head of aerator 6 is evenly distributed in air in Aerobic Pond 1, and the oxygen in air is aerobic bacteria growing institute
It is required.Because Aerobic Pond 1 is open type, air is uncontrolled irregularly to air loss by after Aerobic Pond 1.
Sewage is imported into Aerobic Pond 1, while air is led to by importing Aerobic Pond 1 by the aerator 6 of roots blower air feed
The aerobic bacteria crossed in the bio-carrier being distributed in Aerobic Pond 1 carries out biochemical treatment to sewage；The sewage for carrying bio-carrier enters
In entering the settling vat 2 in Aerobic Pond 1, aeration gas flow is stopped by separator 3, is collected at the gas of the lower surface of separator 3
Discharged by wireway 5；Bio-carrier settles down in settling vat 2, and the gap between separator 3 and settling vat 2 is flowed out；
After the completion of aerobic treatment, the sewage of Jing sedimentations in settling vat 2 is imported next process by open outlet pipe 4.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model
Any modification, equivalent and improvement made within new spirit and principle etc., should be included in guarantor of the present utility model
Within the scope of shield.
Claims (8)
1. a kind of equipment for aerobic biochemical treatment of sewage water, including Aerobic Pond (1), it is characterised in that：It is provided with heavy in the Aerobic Pond (1)
Drop bucket (2)；Separator (3), the cross-sectional area of the separator (3) are provided with the bottom surface opening of the settling vat (2)
Gradually increase from top to bottom, between the separator (3) and the inwall of the settling vat (2) gap is formed；The settling vat
(2) perforate connection outlet pipe (4) of side surface upper part.
2. equipment for aerobic biochemical treatment of sewage water as claimed in claim 1, it is characterised in that：The settling vat (2) is cylinder,
The separator (3) is flared structure.
3. equipment for aerobic biochemical treatment of sewage water as claimed in claim 1, it is characterised in that：The top of the separator (3)
In the settling vat (2), its underpart is located at the lower section of the settling vat (2), the side of the separator (3) with it is described
Gap is formed between the Xia Kou edges of settling vat (2).
4. equipment for aerobic biochemical treatment of sewage water as claimed in claim 1, it is characterised in that：The top of the separator (3)
Wireway (5) is provided with, the lower end of the wireway (5) connects the opening at the top of the separator (3), the wireway (5)
Upper end lead to the top face of the settling vat (2).
5. equipment for aerobic biochemical treatment of sewage water as claimed in claim 1, it is characterised in that：The settling vat (2) is located at described
Two pool wall intersections of Aerobic Pond (1).
6. equipment for aerobic biochemical treatment of sewage water as claimed in claim 1, it is characterised in that：The outlet pipe (4) be connected to away from
At the 0.3-0.5 rice of settling vat (2) top.
7. equipment for aerobic biochemical treatment of sewage water as claimed in claim 1, it is characterised in that：The bottom of the separator (3)
Positioned at the pond eminence of bottom surface 1/3 away from the Aerobic Pond (1).
8. equipment for aerobic biochemical treatment of sewage water as claimed in claim 1, it is characterised in that：The bottom of the Aerobic Pond (1) sets
There is aerator (6), the aerator (6) is by roots blower air feed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621139767.3U CN206089174U (en) | 2016-10-20 | 2016-10-20 | Sewage aerobic biochemical treatment treatment facility |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621139767.3U CN206089174U (en) | 2016-10-20 | 2016-10-20 | Sewage aerobic biochemical treatment treatment facility |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206089174U true CN206089174U (en) | 2017-04-12 |
Family
ID=59975880
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621139767.3U Active CN206089174U (en) | 2016-10-20 | 2016-10-20 | Sewage aerobic biochemical treatment treatment facility |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206089174U (en) |
-
2016
- 2016-10-20 CN CN201621139767.3U patent/CN206089174U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Modularized equipment for aerobic biochemical treatment of sewage water Effective date of registration: 20180917 Granted publication date: 20170412 Pledgee: Anqing rural commercial bank Limited by Share Ltd. Pledgor: ANQING CHANGHONG CHEMICAL Co.,Ltd. Registration number: 2018340000491 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20200318 Granted publication date: 20170412 Pledgee: Anqing rural commercial bank Limited by Share Ltd. Pledgor: ANQING CHANGHONG CHEMICAL Co.,Ltd. Registration number: 2018340000491 |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 246000 Daguan Economic Development Zone, Anqing City, Anhui Province Patentee after: Anqing Changhong Technology Co.,Ltd. Address before: 246000 Daguan Economic Development Zone, Anqing City, Anhui Province Patentee before: ANQING CHANGHONG CHEMICAL Co.,Ltd. |