CN211078534U - Waste water air supporting processing system - Google Patents
Waste water air supporting processing system Download PDFInfo
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- CN211078534U CN211078534U CN201921548870.7U CN201921548870U CN211078534U CN 211078534 U CN211078534 U CN 211078534U CN 201921548870 U CN201921548870 U CN 201921548870U CN 211078534 U CN211078534 U CN 211078534U
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Abstract
The utility model relates to a wastewater air-floating treatment system, which is provided with an agitating tank, an air-floating tank, a lower clear liquid storage tank and a biochemical regulating tank which are arranged in sequence; a diaphragm pump is connected between the stirring tank and the air floatation tank; a scum board is arranged in the air floatation tank, and the air floatation tank is connected with a lower clear liquid storage tank through a pipeline; the supernatant storage tank is provided with two bell mouths, one of the bell mouths is connected with the biochemical regulating tank through a valve and a pipeline, and the other bell mouth is connected with the distillation tank through a valve and a pipeline; the distillation retort is connected with the biochemical regulating tank through a pipeline. The utility model discloses a diaphragm pump relies on thereby the round trip of a diaphragm piece to be drummed and change the studio volume and inhale and discharge liquid, and the paint-water mixture in four jars surmounts the buffer pool through the diaphragm pump and directly carries to the air supporting pond, does not change the original property of medium in four agitator tanks hardly, also can not cause the jam.
Description
Technical Field
The utility model belongs to the technical field of waste water treatment, in particular to waste water air supporting processing system.
Background
Industrial wastewater often contains a large amount of suspended substances or dirty oil, and air floatation is one of the methods for effectively removing the suspended substances or the dirty oil from the wastewater. The air floatation principle is that a large amount of micro bubbles are generated by introducing dissolved air water into water, so that the air is attached to suspended particles in a highly dispersed micro bubble form to cause the density to be lower than that of the water, and the air floats on the water surface by utilizing the buoyancy principle, thereby achieving the aim of solid-liquid separation.
In the existing wastewater treatment process, paint water after adding drugs automatically flows into a buffer tank and an air floatation tank from a stirring tank in sequence by gravity, and large-sized flocs are gathered at the positions of pipeline connections and valves to cause clogging; in the process, paint water can be pumped into the buffer tank through a centrifugal pump for improvement, but the centrifugal pump breaks up flocs while conveying liquid due to too high rotation speed of an impeller, so that particles in the buffer tank are too small to coagulate flocs, as shown in fig. 1, and in addition, precipitates still occur in the buffer tank, as shown in fig. 2. Therefore, submersible pumps are not suitable for treating wastewater containing fine particles and flocs.
Disclosure of Invention
The utility model aims at overcoming the defect that prior art exists, providing an improve air supporting efficiency, waste water air supporting processing system of reinforcing air supporting effect.
Realize the utility model discloses the technical scheme of purpose is: an air-floatation treatment system for wastewater comprises a stirring tank, an air-floatation tank, a supernatant storage tank and a biochemical regulating tank which are arranged in sequence; a diaphragm pump is connected between the stirring tank and the air floatation tank; a scum board is arranged in the air floatation tank, and the air floatation tank is connected with a lower clear liquid storage tank through a pipeline; the supernatant storage tank is provided with two bell mouths, one of the bell mouths is connected with the biochemical regulating tank through a valve and a pipeline, and the other bell mouth is connected with the distillation tank through a valve and a pipeline; the distillation retort is connected with the biochemical regulating tank through a pipeline.
The technical proposal also comprises a medicine adding tank; the medicine adding tank is arranged on one side of the stirring tank and is connected with the stirring tank through a pipeline.
In the technical scheme, a medicine adding port is formed in the inlet position of the diaphragm pump; the medicine adding port is connected with the medicine adding tank.
According to the technical scheme, the stirring tank comprises a plurality of tank bodies which are connected in parallel and do not interfere with each other.
The stirring tank comprises 4 tank bodies which are connected in parallel and do not interfere with each other.
After the technical scheme is adopted, the utility model discloses following positive effect has:
(1) the utility model discloses a diaphragm pump, it is a positive displacement water pump, thereby relies on the round trip of a diaphragm to pulsate and change the suction of studio volume and discharge liquid. Paint-water mixture in the four tanks surpasss the buffer tank through the diaphragm pump and directly carries to the air supporting pond, hardly changes the original property of medium in the four agitator tanks, also can not cause the jam.
(2) The utility model discloses the import department at the diaphragm pump has increased the tee bend interface, adds the medicament according to actual need, and the medicament can be diaphragm pump work room again and the air supporting conveying pipeline between the pond in through the turbulent flow effect intensive mixing reaction of rivers, improve air supporting efficiency, reinforcing air supporting effect.
Drawings
In order that the present invention may be more readily and clearly understood, the following detailed description of the present invention is given in conjunction with the accompanying drawings, in which
FIG. 1 is a schematic diagram of a prior art wastewater treatment system;
FIG. 2 is a schematic diagram of a prior art buffer pool;
fig. 3 is a schematic view of embodiment 1 of the present invention;
fig. 4 is a schematic diagram of embodiment 2 of the present invention.
Detailed Description
(example 1)
As shown in fig. 3, the utility model is provided with a stirring tank 1, an air flotation tank 2, a lower clear liquid storage tank 3 and a biochemical regulating tank 4 which are arranged in sequence; a diaphragm pump 5 is connected between the stirring tank 1 and the air floatation tank 2; a scum board is arranged in the air flotation tank 2, and the air flotation tank 2 is connected with a lower clear liquid storage tank 3 through a pipeline; the supernatant fluid storage tank 3 is provided with two bell mouths, one of which is connected with the biochemical regulating tank 4 through a valve and a pipeline, and the other is connected with the distillation retort through a valve and a pipeline; the distillation retort is connected with the biochemical regulating tank 4 through a pipeline.
Also has a medicine adding pot 6; the medicine adding tank 6 is arranged on one side of the stirring tank 1 and is connected with the stirring tank 1 through a pipeline.
The stirring tank 1 comprises a plurality of tank bodies which are connected in parallel and do not interfere with each other.
The stirring tank 1 comprises 4 tank bodies which are connected in parallel and do not interfere with each other.
(example 2)
Referring to fig. 4, this embodiment is substantially the same as embodiment 1 except that: a medicine adding port is formed at the inlet position of the diaphragm pump 5; the medicine adding port is connected with the medicine adding pot 6.
The utility model discloses a theory of operation does: paint wastewater in a paint pool is sequentially pumped into four stirring tanks (the four stirring tanks are in a parallel connection mode and are not mutually interfered), meanwhile, agents PAC and PAM are added for stirring to carry out coagulation reaction to break the affinity relation between paint and water and separate the paint and the water, and large flocs are formed to be adhered to bubbles (small bubbles in air floatation are formed by dissolving air in water through a dissolved air tank filled with water under pressurization and reaching a saturated state, and the air escapes from the water in a micro-bubble mode after the dissolved air water is released under normal pressure to carry out air floatation); then directly pumping the floating slag into a floatation tank by using a diaphragm pump, floating the floc to form floating slag, scraping the floating slag out of the tank by using a slag scraping plate when the floating slag is accumulated to a certain thickness, conveying the floating slag to a specified place for landfill or incineration treatment, and overflowing the lower layer of clear water through two bell mouths and conveying the clear water to the next procedure for treatment.
The above-mentioned embodiments, further detailed description of the objects, technical solutions and advantages of the present invention, it should be understood that the above-mentioned embodiments are only specific embodiments of the present invention, and are not intended to limit the present invention, and any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (5)
1. The utility model provides a waste water air supporting processing system which characterized in that: the device is provided with a stirring tank (1), an air flotation tank (2), a supernatant storage tank (3) and a biochemical regulating tank (4) which are arranged in sequence; a diaphragm pump (5) is connected between the stirring tank (1) and the air floatation tank (2); a slag scraping plate is arranged in the air floatation tank (2), and the air floatation tank (2) is connected with a lower clear liquid storage tank (3) through a pipeline; the lower clear liquid storage tank (3) is provided with two bell mouths, one of the bell mouths is connected with the biochemical regulating tank (4) through a valve and a pipeline, and the other bell mouth is connected with the distillation retort through a valve and a pipeline; the distillation retort is connected with a biochemical regulating tank (4) through a pipeline.
2. The wastewater air flotation treatment system according to claim 1, characterized in that: also has a medicine adding pot (6); the medicine adding tank (6) is arranged on one side of the stirring tank (1) and is connected with the stirring tank (1) through a pipeline.
3. The wastewater air flotation treatment system according to claim 1, characterized in that: a medicine adding port is formed at the inlet position of the diaphragm pump (5); the medicine adding port is connected with a medicine adding pot (6).
4. The air flotation treatment system for wastewater as claimed in claim 1 or 2, wherein: the stirring tank (1) comprises a plurality of tank bodies which are connected in parallel and do not interfere with each other.
5. The wastewater air flotation treatment system according to claim 4, characterized in that: the stirring tank (1) comprises 4 tank bodies which are connected in parallel and do not interfere with each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921548870.7U CN211078534U (en) | 2019-09-17 | 2019-09-17 | Waste water air supporting processing system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921548870.7U CN211078534U (en) | 2019-09-17 | 2019-09-17 | Waste water air supporting processing system |
Publications (1)
Publication Number | Publication Date |
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CN211078534U true CN211078534U (en) | 2020-07-24 |
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Family Applications (1)
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CN201921548870.7U Active CN211078534U (en) | 2019-09-17 | 2019-09-17 | Waste water air supporting processing system |
Country Status (1)
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CN (1) | CN211078534U (en) |
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2019
- 2019-09-17 CN CN201921548870.7U patent/CN211078534U/en active Active
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