CN217398531U - Sewage treatment aerobic reaction tank for down production - Google Patents
Sewage treatment aerobic reaction tank for down production Download PDFInfo
- Publication number
- CN217398531U CN217398531U CN202220599199.4U CN202220599199U CN217398531U CN 217398531 U CN217398531 U CN 217398531U CN 202220599199 U CN202220599199 U CN 202220599199U CN 217398531 U CN217398531 U CN 217398531U
- Authority
- CN
- China
- Prior art keywords
- cell body
- sewage treatment
- fixedly connected
- aerobic reaction
- sewage
- Prior art date
- 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.)
- Expired - Fee Related
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 34
- 238000006243 chemical reaction Methods 0.000 title claims abstract description 18
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 16
- 210000005056 cell body Anatomy 0.000 claims abstract description 26
- 238000001179 sorption measurement Methods 0.000 claims abstract description 16
- 238000005273 aeration Methods 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 35
- 238000012856 packing Methods 0.000 claims description 5
- 239000000945 filler Substances 0.000 abstract description 17
- 244000005700 microbiome Species 0.000 abstract description 11
- 238000010276 construction Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 238000010521 absorption reaction Methods 0.000 abstract description 2
- 230000004060 metabolic process Effects 0.000 description 6
- 206010021143 Hypoxia Diseases 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 230000003647 oxidation Effects 0.000 description 3
- 238000007254 oxidation reaction Methods 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 238000009991 scouring Methods 0.000 description 3
- 210000003746 feather Anatomy 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Images
Classifications
-
- 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
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a sewage treatment aerobic reaction pond is used in eiderdown production, comprising a cell body, the inside fixedly connected with vortex baffle of cell body, a plurality of mounting grooves have all been seted up with vortex baffle lateral wall to the cell body inner wall, correspond all the card is equipped with adsorption component between the mounting groove, a plurality of mounting holes have been seted up on the lateral wall of cell body, the equal fixedly connected with aeration equipment in inside of mounting hole. The utility model discloses in, increase the time of sewage flow in the cell body through the vortex baffle that sets up in the cell body to set up a plurality of adsorption component in the cell body, make sewage at the in-process that flows, with the filled sheet full contact in the adsorption component, and then make the filler in the filled sheet can carry out the repeated absorption to the microorganism in the sewage, thereby can be under the circumstances that reduces construction cost, improve the clean efficiency to sewage.
Description
Technical Field
The utility model relates to an aerobic reaction pond technical field especially relates to eiderdown production is with sewage treatment aerobic reaction pond.
Background
As an important supporting facility of cities and towns, the sewage treatment plant has a great significance on the success of water pollution treatment in the face of new trend and new requirements of new era ecological civilization construction and ecological environment protection.
The aerobic tank is generally in the form of a contact oxidation tank, the filler is arranged in the aerobic tank, and the oxygenated sewage submerges all the filler and flows through the filler at a certain flow rate. The microorganism is partly fixed on the surface of the filler in the form of a biological film, and partly suspended in water in the form of flocculent, so that the method has the characteristics of a biological filter and an activated sludge method. The oxygen required for contacting the microorganisms in the oxidation pond is usually supplied by artificial aeration. After the biological film grows to a certain thickness, microorganisms close to the filler carry out anaerobic metabolism due to oxygen deficiency, and part of the biological film falls off due to generated gas and scouring action formed by aeration, so that the growth of a new biological film is promoted, and the metabolism of organisms is formed. The fallen biological membrane enters a subsequent secondary sedimentation tank along with the effluent.
The aerobic tank is generally in a contact oxidation tank form, a plurality of fillers are suspended in the tank to increase the surface area in the aerobic tank and enable the oxygen reaction to be complete, but in order to clean sewage more cleanly, the conventional aerobic tank is provided with a longer channel for installing a plurality of fillers for adsorption, so that the area of the aerobic tank is increased, the construction cost is increased, and the contact time of the sewage and the fillers in the conventional aerobic tank is shorter.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a sewage treatment aerobic reaction tank for down feather production.
In order to achieve the above purpose, the utility model adopts the following technical scheme: good oxygen reaction tank of sewage treatment is used in eiderdown production, including the cell body, the inside fixedly connected with vortex baffle of cell body, a plurality of mounting grooves have all been seted up to cell body inner wall and vortex baffle lateral wall, correspond all the card is equipped with adsorption component between the mounting groove, a plurality of mounting holes have been seted up on the lateral wall of cell body, the equal fixedly connected with aeration equipment in inside of mounting hole.
Furthermore, a support frame is fixedly connected to the outer ring of the lower end of the tank body.
Furthermore, a water outlet is formed in the middle of the tank body, and a water discharge pipe is fixedly connected to the lower end of the water outlet and located on the outer side of the tank body.
Further, one end of the drain pipe penetrates through the support frame and is connected to the outer side of the support frame.
Furthermore, one side fixedly connected with outlet pipe of cell body, the one end of outlet pipe is connected to the inside of cell body, the other end of outlet pipe is provided with the water pump.
Furthermore, the input end of the water pump is fixedly connected with one end of the water outlet pipe, and the other end of the water pump is fixedly connected with the water inlet pipe.
Further, the adsorption assembly comprises a fixed frame, a limiting plate is fixedly connected to the upper end of the fixed frame, and a packing plate is connected to the inner portion of the fixed frame through bolts.
The utility model has the advantages that:
the utility model discloses when using, this sewage treatment aerobic reaction pond for eiderdown production increases the time of sewage at the internal flow of pond through the vortex baffle that sets up in the pond to set up a plurality of adsorption components in the pond, make sewage at the in-process that flows, fully contact with the packing plate in the adsorption components, and then make the packing in the packing plate can carry out repeated absorption to the microorganism in the sewage, thereby can be under the circumstances that reduces construction cost, improve the clean efficiency to sewage.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the internal structure of the tank body of the present invention;
FIG. 3 is a schematic view of the connection structure of the drain pipe of the present invention;
fig. 4 is a schematic structural view of the adsorption assembly of the present invention.
Illustration of the drawings:
1. a tank body; 2. a support frame; 3. a volute partition; 4. an adsorption component; 5. an aeration device; 6. a water inlet pipe; 7. a water pump; 8. a water outlet pipe; 9. a drain pipe; 10. mounting holes; 11. mounting grooves; 12. a water outlet; 13. a fixed frame; 14. a filler sheet; 15. and a limiting plate.
Detailed Description
As shown in fig. 1 to 2, relate to sewage treatment aerobic reaction pond for eiderdown production, including cell body 1, the inside fixedly connected with vortex baffle 3 of cell body 1, a plurality of mounting grooves 11 have all been seted up with vortex baffle 3 lateral wall to cell body 1 inner wall, all block between the mounting groove 11 that corresponds and be equipped with adsorption component 4, have seted up a plurality of mounting holes 10 on the lateral wall of cell body 1, the equal fixedly connected with aeration equipment 5 in inside of mounting hole 10.
When the sewage treatment aerobic reaction tank for down feather production is used, sewage can be pumped into the tank body 1 through the water inlet pipe 6 and the water outlet pipe 8 by the aid of the arranged water pump 7, the sewage is guided by the volute partition plate 3 and is gradually purified by the adsorption component 4, a part of microorganisms in the sewage are fixed on the surface of a filler in the filler plate 14 in a biofilm mode, a part of microorganisms are suspended in water in a flocculent mode, after the biofilm grows to a certain thickness, anaerobic metabolism is carried out on the microorganisms close to the filler due to oxygen deficiency, a part of biofilm falls off due to generated gas and scouring action formed by aeration of the aeration device 5, growth of a new biofilm is promoted, metabolism of organisms is formed, and the fallen biofilm is discharged along with water flow through the water outlet 12 and the water outlet pipe 9 and enters a sedimentation tank (not shown) to be sedimentated.
As shown in fig. 3, a supporting frame 2 is fixedly connected to the outer ring of the lower end of the tank body 1, a water outlet 12 is provided in the middle of the tank body 1, a drain pipe 9 is fixedly connected to the lower end of the water outlet 12 on the outer side of the tank body 1, one end of the drain pipe 9 penetrates through the supporting frame 2 and is connected to the outer side of the supporting frame, and the dropped biomembrane is discharged through the water outlet 12 and the drain pipe 9 along with water flow.
As shown in fig. 1, one side fixedly connected with outlet pipe 8 of cell body 1, the one end of outlet pipe 8 is connected to the inside of cell body 1, and the other end of outlet pipe 8 is provided with water pump 7, the input of water pump 7 and the one end fixed connection of outlet pipe 8, and water pump 7's the other end fixedly connected with inlet tube 6 can be with sewage through inlet tube 6, outlet pipe 8 pump income cell body 1 through the water pump 7 that sets up.
As shown in fig. 4, the adsorption assembly 4 includes a fixed frame 13, a limiting plate 15 is fixedly connected to the upper end of the fixed frame 13, a filler plate 14 is bolted to the inside of the fixed frame 13, the sewage is gradually purified by the adsorption assembly 4 under the drainage of the scroll partition plate 3, a part of microorganisms in the sewage are fixed on the surface of the filler in the filler plate 14 in the form of a biofilm, a part of microorganisms are suspended in the water in the form of floccule, after the biofilm grows to a certain thickness, anaerobic metabolism is performed on the microorganisms close to the filler due to oxygen deficiency, and the generated gas and the scouring action formed by aeration of the aeration device 5 cause a part of the biofilm to fall off, thereby promoting the growth of a new biofilm and forming the metabolism of the organisms.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (7)
1. Sewage treatment aerobic reaction pond for eiderdown production, including cell body (1), its characterized in that: the inside fixedly connected with vortex baffle (3) of cell body (1), a plurality of mounting grooves (11) have all been seted up with vortex baffle (3) lateral wall to cell body (1) inner wall, correspond all block between mounting groove (11) and be equipped with adsorption component (4), a plurality of mounting holes (10) have been seted up on the lateral wall of cell body (1), the equal fixedly connected with aeration equipment (5) in inside of mounting hole (10).
2. The sewage treatment aerobic reaction tank for down production according to claim 1, characterized in that: and a supporting frame (2) is fixedly connected to the outer ring of the lower end of the tank body (1).
3. The sewage treatment aerobic reaction tank for down production according to claim 1, characterized in that: a water outlet (12) is formed in the middle of the tank body (1), and a water outlet pipe (9) is fixedly connected to the lower end of the water outlet (12) and located on the outer side of the tank body (1).
4. The sewage treatment aerobic reaction tank for down production according to claim 3, characterized in that: one end of the drain pipe (9) penetrates through the supporting frame (2) and is connected to the outer side of the supporting frame.
5. The sewage treatment aerobic reaction tank for down production according to claim 1, characterized in that: one side fixedly connected with outlet pipe (8) of cell body (1), the one end of outlet pipe (8) is connected to the inside of cell body (1), the other end of outlet pipe (8) is provided with water pump (7).
6. The sewage treatment aerobic reaction tank for down production according to claim 5, characterized in that: the input of water pump (7) and the one end fixed connection of outlet pipe (8), the other end fixed connection of water pump (7) has inlet tube (6).
7. The sewage treatment aerobic reaction tank for down production as claimed in claim 1, wherein: the adsorption component (4) comprises a fixed frame (13), a limiting plate (15) is fixedly connected to the upper end of the fixed frame (13), and a packing plate (14) is connected to the inner portion of the fixed frame (13) through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220599199.4U CN217398531U (en) | 2022-03-18 | 2022-03-18 | Sewage treatment aerobic reaction tank for down production |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220599199.4U CN217398531U (en) | 2022-03-18 | 2022-03-18 | Sewage treatment aerobic reaction tank for down production |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217398531U true CN217398531U (en) | 2022-09-09 |
Family
ID=83138733
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220599199.4U Expired - Fee Related CN217398531U (en) | 2022-03-18 | 2022-03-18 | Sewage treatment aerobic reaction tank for down production |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217398531U (en) |
-
2022
- 2022-03-18 CN CN202220599199.4U patent/CN217398531U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220909 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |