CN2515186Y - High efficient air-adding flotation unit - Google Patents
High efficient air-adding flotation unit Download PDFInfo
- Publication number
- CN2515186Y CN2515186Y CN 01272757 CN01272757U CN2515186Y CN 2515186 Y CN2515186 Y CN 2515186Y CN 01272757 CN01272757 CN 01272757 CN 01272757 U CN01272757 U CN 01272757U CN 2515186 Y CN2515186 Y CN 2515186Y
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- China
- Prior art keywords
- water
- chamber
- air flotation
- gas
- separating chamber
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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.)
- Expired - Fee Related
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- 238000005188 flotation Methods 0.000 title claims abstract description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 59
- 238000000746 purification Methods 0.000 claims abstract description 11
- 239000007788 liquid Substances 0.000 claims abstract description 9
- 238000005192 partition Methods 0.000 claims abstract description 7
- 238000002156 mixing Methods 0.000 claims abstract description 6
- 238000010521 absorption reaction Methods 0.000 claims description 17
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 16
- 230000000630 rising effect Effects 0.000 claims description 9
- 239000000377 silicon dioxide Substances 0.000 claims description 8
- 230000001112 coagulating effect Effects 0.000 claims description 5
- 238000009300 dissolved air flotation Methods 0.000 claims description 4
- 238000001914 filtration Methods 0.000 claims description 4
- 238000010992 reflux Methods 0.000 claims description 4
- 239000002351 wastewater Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 3
- 239000002245 particle Substances 0.000 abstract description 5
- 238000000926 separation method Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 238000001179 sorption measurement Methods 0.000 abstract 2
- 238000005345 coagulation Methods 0.000 abstract 1
- 230000015271 coagulation Effects 0.000 abstract 1
- 239000000126 substance Substances 0.000 description 11
- 230000008093 supporting effect Effects 0.000 description 6
- 239000010865 sewage Substances 0.000 description 4
- 238000004220 aggregation Methods 0.000 description 3
- 230000002776 aggregation Effects 0.000 description 3
- 239000000701 coagulant Substances 0.000 description 3
- 238000007667 floating Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 230000001939 inductive effect Effects 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 230000003434 inspiratory effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 238000013022 venting Methods 0.000 description 1
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- Physical Water Treatments (AREA)
Abstract
The utility model relates to a high-efficiency induced gas floatator, which belongs to a water purification device which carries out the solid-liquid separation in the field of water quality purification. The utility model comprises a horizontal type cylinder body, and both ends of the horizontal type cylinder body is provided with water inlet and outlet pipes. A coagulation reaction chamber, a gas bubble adsorption chamber, an air flotation separation chamber and a water purification chamber are orderly arranged in the cylinder body. The chambers communicated by water are separated by vertical partition boards, a releaser pipeline positioned at the bottom of the gas bubble adsorption chamber is connected with a gas-water mixing device arranged outside the cylinder body, and a scum collection bucket is arranged on the tail end of the air flotation separation chamber. The utility model is capable of running under low pressure, and the particle diameter of a micro gas bubble is less than 5 micrometers. The whole device has the advantages of small volume, low energy consumption, large handling capacity and good water outlet quality. The air flotation technique achieves a new level.
Description
Technical field
The utility model belongs to the purification of water quality field, refers to a kind of absorption property that utilizes microbubble and the floating power that goes up especially, carries out the water correction plant that river behind the aggregation or sewage carry out solid-liquid separation with adding coagulating agent.
Technical background
Present air-float purifier both domestic and external mainly contains by air-breathing three kinds of air-dissolved air supporting and the malleation inflatable air-dissolving air-floats of inducing of wheel speed negative inspiratory pressure formula induction flotation, injection or jet.First kind of air supporting mainly causes negative inspiratory pressure by electric motor driving impeller high speed rotating, and then gas is dissolved in the water; Spray or jet is air-breathing when inducing air-dissolved air supporting mainly by jet-pump high-velocity jet liquid stream that formed vacuum pressure comes air-breathing.The common result that air supporting produced of these two kinds of air-breathing modes of difference is that formed microbubble particle diameter is bigger, be 30-100 μ m, bubble is big, and number is few, allow the suspended particle that flows through in the water run away easily, cause effluent quality not reach design requirements,, just must increase the dissolved air water amount as meeting design requirement, pressure boost, prolong the residence time etc., cause volume of equipment big, operation electric load height; The third malleation inflatable air-dissolving air-float routine take the form of one vertical, volume is big and be equipped with in the high pressure solution gas cylinder of filler, when injecting high pressure water, external pressure adds pressurized air, produce dissolved air water through contacting with filler, discharge microbubble through reliever then, bubble diameter generally is 30-50 μ m, and it is that power is big, bubble big, the unit volume processing water yield is little, effluent quality is poor, power consumption is big, cost is high that the pressurized dissolved air flotation of this routine is planted the same shortcoming of air supporting with the first two.
Summary of the invention
The utility model has overcome the deficiency that above-mentioned three kinds of air supportings exist, provide that a kind of volume is little, less energy consumption, treatment capacity is big, effluent quality is good flotation machine, the utility model also provide move under a kind of low pressure, can make gas all produce the small-sized gas-water mixer of particle diameter after the aerating less than the following microbubble of 5 μ m, make the air flotation technology of flotation machine reach a new height.The utility model is to implement like this: a kind of efficient induced gas floatator, comprise that two ends are provided with the horizontal cylinder of water inlet pipe and water outlet pipe, it is characterized in that successively being provided with in the cylindrical shell coagulating chamber, bubble absorption chamber, air flotation separating chamber and purification hydroecium, be separated by with vertical partition plate between each chamber that water is communicated with, place the outer gas-water mixer of reliever pipe connection cylindrical shell of bottom, bubble absorption chamber, the upper end of air flotation separating chamber is provided with the scum silica frost collection bucket.Add later river or the sewage of coagulating agent and enter the coagulating chamber of barrel front end through water inlet pipe, suspended substance becomes flco behind aggregation, slowly flow into the bubble absorption chamber that is provided with reliever then, suspended substance is adsorbed by microbubble, after entering air flotation separating chamber, the suspended substance that floats to the water surface is concentrated from the pipeline discharge by the scum silica frost collection bucket, and purifying waste water flows into the chamber of purifying waste water, and discharges from rising pipe.
In order to prevent that flinging of current from producing the vortex phenomenon, influence the floatation purification effect, the liquid level top of bubble absorption of the present utility model chamber and air flotation separating chamber is provided with T shape porous weather board.
In the dissolved air flotation process, for stationary flow and prevent to flow to the water that purifies hydroecium and take away the heavy suspended substance of minority, the utility model is horizontally disposed with one deck grid stabilier in that dissolved air flotation is indoor, and installs filtering material between plate, further purifies water.
Suspended substance in the sewage bubble absorption is indoor adhere to microbubble after, flow to air flotation separating chamber for the ease of it, the vertical partition plate upper end of the utility model between bubble absorption chamber and air flotation separating chamber is provided with a swash plate that tends to air flotation separating chamber as promoting scum silica frost mobile flow deflector.
The indoor liquid level equilibrium plate that also is provided with of purifying waste water of the present utility model, its height is once determining that the water level during operation has just remained unchanged; In addition, the bottom that purifies hydroecium also is provided with a rising pipe, and described rising pipe connects gas-water mixer through reflux pump.
Being a centre with the gas-water mixer of reliever pipe connection in the utility model is separated into the cylindrical tube of mixing section and release room with a porous plectane, and the inlet pipe of band shower nozzle stretches in mixing section through release room.The gas tip of this gas-water mixer is the cylindrical tube that a side is furnished with circular port.This gas-water mixer generally is the small-sized gas-water mixer with one section steel pipe manufacturing, it can be under low pressure, with synergic system the gas of confession through gas tip, ejecting microbubble is mixed by recirculation water, absorption becomes the dissolved air water that contains microbubble, and this small-sized gas-water mixer can make the gas of adding all become particle diameter less than the microbubble below the 5 μ m, guaranteed that the suspended substance flco in the flotation machine is farthest adsorbed by bubble, floating going up separated, improve the floatation purification rate, need not to increase the dissolved air water amount, add long residence time, just can reach the effluent quality requirement, thereby make equipment volume little, the processed in units water yield is big, and low pressure operation has reduced the operation electric load again, and production cost is low.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the structural representation of gas-water mixer.
Embodiment
Referring to Fig. 1, in the horizontal closed cylindrical shell (1), successively be separated into coagulating chamber (5), bubble absorption chamber (6), air flotation separating chamber (7) and purify hydroecium (8) with vertical partition plate (2), (3) and (4), wherein the upper end of the vertical partition plate (3) between bubble absorption chamber (6) and air flotation separating chamber (7) is a flow guiding inclined plate that tends to air flotation separating chamber (7), and the liquid level top of bubble absorption chamber (6) and air flotation separating chamber (7) is provided with T shape porous weather board (9); The cylindrical shell top is provided with water inlet pipe (10), manhole (11) and venting port (12), and terminal communicating with purification hydroecium (8) is provided with rising pipe (13,14), purifies in the hydroecium (8) and also is provided with liquid level equilibrium plate (15); Bottom, bubble absorption chamber (6) is furnished with reliever (16), and reliever (16) is connected with cylindrical shell gas-water mixer (17) pipeline outward, and the rising pipe of barrel tip (14) connects gas-water mixer (17) by reflux pump (18); The interior level of air flotation separating chamber (7) is equipped with grid stabilier (19), and filtering material is housed between plate, and the terminal top of air flotation separating chamber (7) is provided with scum silica frost collection bucket (20), and the bottom is provided with evacuated tube (21).
Add later river of coagulating agent or sewage are introduced into cylindrical shell (1) front end from water inlet pipe (10) coagulating chamber (5), become flco at indoor suspended substance with aggregation, slowly flow into the bubble absorption chamber (6) that is provided with dissolved air release (16) then, because it is lighter than water to adhere to the whole proportion of the suspended substance of microbubble, therefore, suspended substance is arrived the water surface by air bubble buoyancy, under the directed plug-flow effect of flow guiding inclined plate (3), suspended substance (scum silica frost) on floating is pushed and flows in the collection bucket (20), and the water of purification then purifies hydroecium (8) because of law of connected vessels flows into.In this process, the effective stationary flow and prevent to flow to the water that purifies hydroecium (8) and take away the heavy suspended substance of minority of horizontally disposed grid stabilier (19) is done further filtration to water quality simultaneously in the air flotation separating chamber (7).Water after the purification is discharged from rising pipe (13), is discharged from pipeline through the mouth of pipe (22) by the scum silica frost that scum silica frost collection bucket (20) is collected.Shut down maintenance, then can open the valve on the evacuated tube (21) when needing unwatering.
The required dissolved air water of reliever (16) is the water after purifying with part, squeezes into gas-water mixer (17) through rising pipe (14) and reflux pump (23), mixes through the micro-bubble that injection becomes with a spot of pressurized gas in it, becomes dissolved air water.
As Fig. 2, the pressurized gas that gas-water mixer (17) is added becomes microbubble through pipe (23) and shower nozzle (24), and dissolves in the recirculation water that is entered mixing tank (17) by pipe (25) very soon, then through porous plate (26), supply with reliever (16) from pipe (27), be released into microbubble.
Claims (10)
1. efficient induced gas floatator, comprise that two ends are provided with the horizontal cylinder of water inlet pipe and water outlet pipe, it is characterized in that successively being provided with in the cylindrical shell coagulating chamber, bubble absorption chamber, air flotation separating chamber and purification hydroecium, be separated by with vertical partition plate between each chamber that water is communicated with, place the outer gas-water mixer of reliever pipe connection cylindrical shell of bottom, bubble absorption chamber, the upper end of air flotation separating chamber is provided with the scum silica frost collection bucket.
2. floatation device according to claim 1 is characterized in that the liquid level top of bubble absorption chamber and air flotation separating chamber is provided with T shape porous weather board.
3. floatation device according to claim 1 and 2 is characterized in that the indoor one deck grid stabilier that has been horizontally disposed with of dissolved air flotation.
4. floatation device according to claim 3 is characterized in that being equiped with filtering material between the grid stabilier.
5. according to claim 1 or 4 described floatation devices, it is characterized in that air flotation separating chamber end bottom is provided with evacuated tube.
6. according to claim 1,2, one of 4 described floatation devices, it is characterized in that the vertical partition plate upper end between bubble absorption chamber and the air flotation separating chamber is provided with a flow guiding inclined plate that tends to air flotation separating chamber.
7. floatation device according to claim 1, the indoor liquid level equilibrium plate that is provided with is characterized in that purifying waste water.
8. according to claim 1 or 7 described floatation devices, it is characterized in that the bottom that purifies hydroecium also is provided with a rising pipe, described rising pipe connects gas-water mixer through reflux pump.
9. floatation device according to claim 1 is characterized in that gas-water mixer is a centre and is separated into the cylindrical tube of mixing section and release room with a porous plectane, and the inlet pipe of band shower nozzle stretches in mixing section through release room.
10. floatation device according to claim 9, the inlet pipe shower nozzle that it is characterized in that gas-water mixer are the cylindrical tubes that a side is furnished with circular port.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01272757 CN2515186Y (en) | 2001-12-08 | 2001-12-08 | High efficient air-adding flotation unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01272757 CN2515186Y (en) | 2001-12-08 | 2001-12-08 | High efficient air-adding flotation unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2515186Y true CN2515186Y (en) | 2002-10-09 |
Family
ID=33677858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01272757 Expired - Fee Related CN2515186Y (en) | 2001-12-08 | 2001-12-08 | High efficient air-adding flotation unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2515186Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101955241A (en) * | 2010-10-11 | 2011-01-26 | 无锡鼎天环保设备有限公司 | Intermittent type air-floating system |
| CN102863039A (en) * | 2011-07-08 | 2013-01-09 | 蓝星环境工程有限公司 | Multi-bubble hybrid system for pressurizing dissolved air floatation |
| CN104968615A (en) * | 2012-11-23 | 2015-10-07 | 菲罗普兰有限公司 | Water treatment method and equipment |
| CN107640852A (en) * | 2017-07-26 | 2018-01-30 | 江苏亚洲环保有限公司 | A kind of CFU compacts induced gas floatator |
| CN108529830A (en) * | 2018-05-25 | 2018-09-14 | 李凯捷 | Sewage-treatment plant |
| CN110468033A (en) * | 2019-08-26 | 2019-11-19 | 同济大学 | Strengthen the anaerobic digestion device for producing biogas using self-holding air bearing |
| CN113461094A (en) * | 2021-07-06 | 2021-10-01 | 无锡海拓环保装备科技有限公司 | High-efficient dissolved air flotation device |
| CN119977055A (en) * | 2025-03-04 | 2025-05-13 | 大庆师范学院 | A cyclone type air flotation tank gas-liquid separation device |
-
2001
- 2001-12-08 CN CN 01272757 patent/CN2515186Y/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101955241A (en) * | 2010-10-11 | 2011-01-26 | 无锡鼎天环保设备有限公司 | Intermittent type air-floating system |
| CN102863039A (en) * | 2011-07-08 | 2013-01-09 | 蓝星环境工程有限公司 | Multi-bubble hybrid system for pressurizing dissolved air floatation |
| CN104968615A (en) * | 2012-11-23 | 2015-10-07 | 菲罗普兰有限公司 | Water treatment method and equipment |
| CN107640852A (en) * | 2017-07-26 | 2018-01-30 | 江苏亚洲环保有限公司 | A kind of CFU compacts induced gas floatator |
| CN108529830A (en) * | 2018-05-25 | 2018-09-14 | 李凯捷 | Sewage-treatment plant |
| CN110468033A (en) * | 2019-08-26 | 2019-11-19 | 同济大学 | Strengthen the anaerobic digestion device for producing biogas using self-holding air bearing |
| CN110468033B (en) * | 2019-08-26 | 2020-12-08 | 同济大学 | Anaerobic digestion unit for enhanced biogas production by self-sustained air flotation |
| US11618872B2 (en) | 2019-08-26 | 2023-04-04 | Tongji University | Anaerobic digestion device based on self-sustained air flotation |
| CN113461094A (en) * | 2021-07-06 | 2021-10-01 | 无锡海拓环保装备科技有限公司 | High-efficient dissolved air flotation device |
| CN119977055A (en) * | 2025-03-04 | 2025-05-13 | 大庆师范学院 | A cyclone type air flotation tank gas-liquid separation device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20021009 Termination date: 20101208 |