CN211546245U - Spray effluent treatment plant - Google Patents
Spray effluent treatment plant Download PDFInfo
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- CN211546245U CN211546245U CN201921645441.1U CN201921645441U CN211546245U CN 211546245 U CN211546245 U CN 211546245U CN 201921645441 U CN201921645441 U CN 201921645441U CN 211546245 U CN211546245 U CN 211546245U
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- treatment
- anaerobic treatment
- aerobic
- anaerobic
- overflow
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Abstract
The utility model discloses a waste water treatment device sprays, the power distribution box comprises a box body, be equipped with anaerobic treatment ware and aerobic treatment ware in the box, be equipped with the inlet tube on the anaerobic treatment ware, be equipped with the outlet pipe on the aerobic treatment ware, the anaerobic treatment ware is including a plurality of anaerobic treatment ponds that communicate in proper order, and is a plurality of be equipped with overflow mechanism in the anaerobic treatment pond respectively. The utility model provides a pair of waste water treatment device sprays is connected to the outlet end of spray column, handles spraying waste water, carries out multistage aerobic anaerobic treatment to block floating pollutant through the overflow weir, the waste water after handling recycles, need not arrange outward, can reach stable adsorption effect that sprays moreover.
Description
Technical Field
The utility model relates to a waste water treatment technical field especially relates to a waste water treatment device sprays.
Background
The spray tower is a common device for treating tail gas, liquid in the spray tower can be blackened and smelly after being used for a period of time, the liquid is discharged outside to pollute the environment, and the spray effect is deteriorated when the liquid is continuously used.
Spraying waste water and circulating a certain period after, the COD concentration of waste water is high, the proportion of carbon nitrogen and phosphorus is not matched, and certain toxic and harmful substance still has in the waste water, has the influence to biological treatment process, and direct emission can lead to environmental pollution. Most of the existing spray towers have no sewage treatment system.
SUMMERY OF THE UTILITY MODEL
In view of the prior art exist not enoughly, the utility model provides a waste water treatment device sprays can be connected to the play water end of spray column, handles spraying waste water for but waste water recycle.
In order to achieve the above object, the embodiments of the present invention adopt the following technical solutions:
the utility model provides a waste water treatment device sprays, includes the box, be equipped with anaerobic treatment ware and aerobic treatment ware in the box, be equipped with the inlet tube on the anaerobic treatment ware, be equipped with the outlet pipe on the aerobic treatment ware, the anaerobic treatment ware is including a plurality of anaerobic treatment ponds that communicate in proper order, and is a plurality of be equipped with overflow mechanism in the anaerobic treatment pond respectively.
According to the utility model discloses an aspect, be equipped with annular water conservancy diversion platform in a plurality of anaerobic treatment ponds respectively, annular water conservancy diversion platform height in a plurality of anaerobic treatment ponds reduces in proper order, and is per two adjacent be equipped with the honeycomb duct on the lateral wall between the anaerobic treatment pond respectively, the honeycomb duct is the same with the level of annular water conservancy diversion platform, the honeycomb duct extends to the anaerobic treatment pond bottom of the pool of next grade.
According to an aspect of the present invention, the overflow mechanism includes an overflow weir, which is fixed at an inner side of the annular flow guide table.
According to an aspect of the present invention, the overflow mechanism includes an overflow weir, which is fixed at an inner side of the annular flow guide table.
According to one aspect of the utility model, the aerobic treatment device comprises a plurality of aerobic treatment tanks, the side walls of the aerobic treatment tanks are provided with flow guide holes, and the aerobic treatment device extends the flow guide line through the flow guide holes.
According to the utility model discloses an aspect, good oxygen treater still includes the sedimentation overflow tank, be equipped with the draft tube in the sedimentation overflow tank, the draft tube passes through honeycomb duct and good oxygen processing pond intercommunication, the top of draft tube is equipped with annular water conservancy diversion platform, the inboard of annular water conservancy diversion platform is equipped with the overflow weir, the outlet pipe is installed on the lateral wall of sedimentation overflow tank and is the same with the level of annular water conservancy diversion platform.
According to one aspect of the present invention, the overflow weir is formed by annularly connecting a plurality of zigzag overflow plates.
According to one aspect of the present invention, the anaerobic treatment tank is filled with anaerobic microbial filler.
According to one aspect of the utility model, the aerobic treatment tank is filled with aerobic microbial filler.
The utility model discloses the advantage of implementing: the invention designs a set of sewage treatment equipment which is connected to the water outlet end of the spray tower to treat the spray wastewater, perform multi-stage aerobic and anaerobic treatment, block floating pollutants through the overflow weir, recycle the treated wastewater without discharging, and achieve stable spray adsorption effect.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic perspective view of a spraying wastewater treatment device according to the present invention;
fig. 2 is a schematic perspective view of another viewing angle of the spraying wastewater treatment device of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1-2, a spray effluent treatment plant, the power distribution box comprises a box body, be equipped with anaerobic treatment ware 1 and aerobic treatment ware 2 in the box, be equipped with inlet tube 3 on the anaerobic treatment ware 1, be equipped with outlet pipe 4 on the aerobic treatment ware 2, anaerobic treatment ware 1 is including a plurality of anaerobic treatment ponds 5 that communicate in proper order, and is a plurality of be equipped with overflow mechanism in the anaerobic treatment pond 5 respectively, make through inlet tube 3 spray waste water and get into anaerobic treatment ware 1, loop through a plurality of anaerobic treatment ponds 5 and carry out anaerobic treatment to block floating pollutant through the overflow mechanism who sets up in a plurality of anaerobic treatment ponds 5, get into aerobic treatment ware 2 again and carry out aerobic treatment, outlet pipe 4 discharges again.
Wherein, be equipped with annular water conservancy diversion platform 6 in a plurality of anaerobic treatment ponds 5 respectively, annular water conservancy diversion platform 6 in a plurality of anaerobic treatment ponds 5 highly reduces in proper order, and per two are adjacent be equipped with honeycomb duct 8 on the lateral wall between the anaerobic treatment pond 5 respectively, honeycomb duct 8 is the same with annular water conservancy diversion platform 6's level, honeycomb duct 8 extends to 5 bottoms of ponds of anaerobic treatment of next-level, sprays and carries out anaerobic treatment in waste water gets into anaerobic treatment pond 5 of highest level earlier, along with progressively rising of water level, upper waste water gets into annular water conservancy diversion platform 6 through overflow mechanism on, further carries out anaerobic treatment in getting into next-level anaerobic treatment pond 5 through honeycomb duct 8 of intercommunication again to make waste water carry out multistage anaerobic treatment, make the waste water treatment effect better.
The overflow mechanism comprises an overflow weir 7, the overflow weir 7 is fixed on the inner side of the annular diversion table 6, the overflow weir 7 is formed by annularly connecting a plurality of zigzag overflow plates, the water level of the wastewater in the anaerobic treatment pool 5 gradually rises, the upper layer wastewater flows into the annular diversion table 6 through the overflow weir 7 formed by connecting the plurality of zigzag overflow plates and enters the next-stage anaerobic treatment pool 5, and the floating impurities are intercepted by the overflow weir 7.
The aerobic treatment device 2 comprises a plurality of aerobic treatment tanks 9, the last anaerobic treatment tank 5 is communicated with the aerobic treatment, flow guide holes 10 are formed in the side wall of the aerobic treatment tank 9, the aerobic treatment device 2 extends the flow guide line through the flow guide holes 10, for example, wastewater is made to flow in an S shape through the flow guide holes 10, so that the wastewater flow line can be extended, the contact time of the wastewater and the aerobic treatment tank 9 is longer, and the aerobic treatment effect is better.
Anaerobic microbial fillers are filled in the anaerobic treatment tank 5, aerobic microbial fillers are filled in the aerobic treatment tank 9, and the anaerobic and aerobic microbial fillers are filled in the treatment tank, so that the microbial concentration is improved, and the wastewater can be better subjected to anaerobic and aerobic treatment.
The utility model discloses the advantage of implementing: the invention designs a set of sewage treatment equipment which is connected to the water outlet end of the spray tower to treat the spray wastewater, perform multi-stage aerobic and anaerobic treatment, block floating pollutants through the overflow weir, recycle the treated wastewater without discharging, and achieve stable spray adsorption effect.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention are all covered by the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (8)
1. The utility model provides a waste water treatment device sprays, includes the box, its characterized in that, be equipped with anaerobic treatment ware and aerobic treatment ware in the box, be equipped with the inlet tube on the anaerobic treatment ware, be equipped with the outlet pipe on the aerobic treatment ware, the anaerobic treatment ware is including a plurality of anaerobic treatment ponds that communicate in proper order, and is a plurality of be equipped with overflow mechanism in the anaerobic treatment pond respectively.
2. The apparatus of claim 1, wherein the anaerobic treatment tanks are each provided with an annular diversion table, the height of the annular diversion tables in the anaerobic treatment tanks is reduced in sequence, a diversion pipe is provided on a side wall between every two adjacent anaerobic treatment tanks, the diversion pipe has the same level as the annular diversion table, and the diversion pipe extends to the bottom of the next anaerobic treatment tank.
3. The spray effluent treatment plant of claim 2 wherein said overflow means comprises a weir secured to the inside of the annular flow guide platform.
4. The apparatus of claim 1, wherein the aerobic treatment device comprises a plurality of aerobic treatment tanks, wherein the side walls of the aerobic treatment tanks are provided with diversion holes, and the aerobic treatment device extends the diversion line through the plurality of diversion holes.
5. The apparatus of claim 1, wherein the aerobic treatment apparatus further comprises a sedimentation overflow tank, a guide cylinder is disposed in the sedimentation overflow tank, the guide cylinder is communicated with the aerobic treatment tank at the tail end through a guide pipe, an annular guide table is disposed above the guide cylinder, an overflow weir is disposed on the inner side of the annular guide table, and the water outlet pipe is mounted on the side wall of the sedimentation overflow tank and has the same level as the annular guide table.
6. The apparatus of claim 3 or 5, wherein the overflow weir is formed by annularly connecting a plurality of zigzag overflow plates.
7. The spray wastewater treatment device according to claim 1, wherein the anaerobic treatment tank is filled with an anaerobic microbial filler.
8. The apparatus for treating spraying waste water according to claim 4, wherein the aerobic treatment tank is filled with aerobic microorganism filler.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201921645441.1U CN211546245U (en) | 2019-09-29 | 2019-09-29 | Spray effluent treatment plant |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201921645441.1U CN211546245U (en) | 2019-09-29 | 2019-09-29 | Spray effluent treatment plant |
Publications (1)
Publication Number | Publication Date |
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CN211546245U true CN211546245U (en) | 2020-09-22 |
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CN201921645441.1U Active CN211546245U (en) | 2019-09-29 | 2019-09-29 | Spray effluent treatment plant |
Country Status (1)
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2019
- 2019-09-29 CN CN201921645441.1U patent/CN211546245U/en active Active
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