CN102153178A - Integrated water purifier - Google Patents
Integrated water purifier Download PDFInfo
- Publication number
- CN102153178A CN102153178A CN2011101160875A CN201110116087A CN102153178A CN 102153178 A CN102153178 A CN 102153178A CN 2011101160875 A CN2011101160875 A CN 2011101160875A CN 201110116087 A CN201110116087 A CN 201110116087A CN 102153178 A CN102153178 A CN 102153178A
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- CN
- China
- Prior art keywords
- tower body
- equipment tower
- zone
- district
- water
- 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.)
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 42
- 238000005189 flocculation Methods 0.000 claims abstract description 12
- 230000016615 flocculation Effects 0.000 claims abstract description 12
- 238000006243 chemical reaction Methods 0.000 claims abstract description 10
- 238000011010 flushing procedure Methods 0.000 claims abstract description 7
- 239000010802 sludge Substances 0.000 claims abstract description 6
- 239000004576 sand Substances 0.000 claims description 6
- 230000000630 rising effect Effects 0.000 claims description 3
- 238000009287 sand filtration Methods 0.000 abstract 2
- 239000000706 filtrate Substances 0.000 description 5
- 239000000084 colloidal system Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000001914 filtration Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000013618 particulate matter Substances 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 238000011001 backwashing Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 238000005352 clarification Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000000701 coagulant Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000007062 hydrolysis Effects 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000010907 mechanical stirring Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The invention relates to an integrated water purifier comprising a flocculation reaction zone and an inclined pipe setting zone which are arranged on the upper part of an equipment tower body, a sludge concentration zone arranged in the middle part of the equipment tower body, a sand filtration zone arranged on the lower part of the equipment tower body and a back flushing zone arranged at one side of the equipment tower body, wherein inclined pipes are placed in the inclined pipe setting zone; adjustable automatic sludge discharge devices are arranged inside the sludge concentration zone; and collecting pipes are arranged between the inclined pipe setting zone and the sand filtration zone. The equipment has the advantages of concise and decent overall layout, beautiful appearance, reasonableness and investment saving.
Description
Technical field
The present invention relates to a kind of water purifier, particularly a kind of integral water purifier.
Background technology
Using maximum light filter material integral water purifiers in the prior art is to add mechanical stirring or wash lightweight floating filter material and manual operation with the mode of the many water jet standpipes of rotation with fixing many water jet standpipes, complicated operation, and low to the filtrate cleaning rate.
Summary of the invention
Goal of the invention: the objective of the invention is in order to overcome deficiency of the prior art, provide a kind of and handle the turbidity height, treatment effect is good and connection and reasonable arrangement, floor space is little, one-time investment is low, long service life, water purifier that level of automation is high.
Technical scheme: high turbidity turriform water purifier of the present invention, it comprises flocculation reaction district, the tube settling district that is arranged on equipment tower body top, be arranged on the mud enrichment region at equipment tower body middle part, be arranged on the sand filtrating area of equipment tower body bottom, be arranged on the back flushing district of equipment tower body one side, in described tube settling district, lay inclined tube, adjustable automatic sludge discharger is set, between described tube settling district and sand filtrating area, be provided with header in described mud enrichment region inside.
Be provided with water inlet pipe on described equipment tower body top, be provided with rising pipe at described equipment tower body middle part.
One side is provided with water leg in described flocculation reaction district.
Former water is finished hydrolysis flocculation, processes such as absorption through dosing and coagulant aids thorough mixing.Current are that flow lifting type flows into the flocculation reaction district from bottom to top, further strengthen the degree of flocculation reaction, can make the impurity particle in the water, and colloid is collided contact betwixt fully, absorption.After flocculation reaction, the sedimentation gradually of flocculation mud, but still the tiny mud of some particle enters the settling region because of proportion is less with current.Design polypropylene hexagon cellular inclined tube filler in the settling region can improve the laminar flow regime of current, and particles settling do not disturb by current, obtains sufficient sedimentation in limited space, makes the particulate matter of water separate removal with colloid.The body refuse enrichment region of structure uniqueness is set and mixes adjustable automatic mud removing, unnecessary body refuse is in time got rid of, thereby guaranteed that the sedimentation body refuse can not cause secondary pollution, improved the reliability that particulate matter and colloid are removed in the water.Former water flow to filtrating area by water gathering system after inclined tube clarification, disperseed to enter the muddy water district by baffle plate, the bed of material after filtration from the muddy water district again, and supporting layer enters the catchment area.Suspended substance in the water, colloid is trapped once more, and water has obtained purification again, is qualified thereby assurance enters the water of catchment area.Filter back clear water enters clear water zone, clear water before filter with filter back two liquid level potential difference effects under or under the former effect of water pressure, enter clear water zone from the catchment area from bottom to top along the clear water pipe, again from the discharger that flows automatically after clear water zone overflows into the water leg at top.
Equipment is after operation for some time, filtration chamber's inner suspension thing concentrates on the filtering layer surface, filtering layer both sides pressure reduction increases, filter chamber hydraulic pressure is increased, when the quick filter tank of filtrate district water level rises to certain altitude, promptly begin to form automatic back-washing, make the interior filtrate of autogenous pressure recoil filter chamber of water, reach the backwash effect.When descending certain water level in the settling pond, make siphon destructive, back flushing stops, and the filter tank enters the operation of next cycle and filters.
Beneficial effect: the present invention compared with prior art, its remarkable advantage is: the equipment integral layout is simplicity generosity more, more attractive in appearancely rationally saves investment, big, the wear-resisting wiping of filtrate intensity, easily flushing, long service life.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Embodiment
As shown in Figure 1, high turbidity turriform water purifier, comprise the flocculation reaction district 2, the tube settling district 3 that are arranged on equipment tower body 1 top, be arranged on the mud enrichment region 4 at equipment tower body 1 middle part, be arranged on the sand filtrating area 5 of equipment tower body 1 bottom, be arranged on the back flushing district 6 of equipment tower body 1 one sides, in described tube settling district 3, lay inclined tube 7, in described mud enrichment region 4 inside adjustable automatic sludge discharger 8 is set, between described tube settling district 3 and sand filtrating area 5, is provided with header 9; Be provided with water inlet pipe 10 on described equipment tower body 1 top, be provided with rising pipe 11 at described equipment tower body 1 middle part; 2 one sides are provided with water leg 12 in described flocculation reaction district.Present device integral layout simplicity generosity, attractive in appearance rationally saving is invested, big, the wear-resisting wiping of filtrate intensity, easy flushing, long service life.
Claims (3)
1. integral water purifier, it is characterized in that: comprise the flocculation reaction district (2) that is arranged on equipment tower body (1) top, tube settling district (3), be arranged on the mud enrichment region (4) at equipment tower body (1) middle part, be arranged on the sand filtrating area (5) of equipment tower body (1) bottom, be arranged on the back flushing district (6) of equipment tower body (1) one side, in described tube settling district (3), lay inclined tube (7), in described mud enrichment region (4) inside adjustable automatic sludge discharger (8) is set, between described tube settling district (3) and sand filtrating area (5), is provided with header (9).
2. integral water purifier according to claim 1 is characterized in that: be provided with water inlet pipe (10) on described equipment tower body (1) top, be provided with rising pipe (11) at described equipment tower body (1) middle part.
3. integral water purifier according to claim 1 is characterized in that: (2) one sides are provided with water leg (12) in described flocculation reaction district.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101160875A CN102153178A (en) | 2011-05-06 | 2011-05-06 | Integrated water purifier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101160875A CN102153178A (en) | 2011-05-06 | 2011-05-06 | Integrated water purifier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102153178A true CN102153178A (en) | 2011-08-17 |
Family
ID=44434911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011101160875A Pending CN102153178A (en) | 2011-05-06 | 2011-05-06 | Integrated water purifier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102153178A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103286102A (en) * | 2013-05-14 | 2013-09-11 | 泰兴市睿济科技有限公司 | Method of flushing inclined tubes in inclined-tube sedimentation basin |
| CN112429887A (en) * | 2020-12-12 | 2021-03-02 | 绍兴合源环境科技有限公司 | Integrated powdered activated carbon adsorption, precipitation and filtration device |
| CN120025040A (en) * | 2025-03-19 | 2025-05-23 | 福州城建设计研究院有限公司 | A water treatment device for producing hydrogen by electrolysis of sewage plant effluent |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202089813U (en) * | 2011-05-06 | 2011-12-28 | 江苏光阳动力环保设备有限公司 | Integral water purifier |
-
2011
- 2011-05-06 CN CN2011101160875A patent/CN102153178A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202089813U (en) * | 2011-05-06 | 2011-12-28 | 江苏光阳动力环保设备有限公司 | Integral water purifier |
Non-Patent Citations (1)
| Title |
|---|
| 汤泽和等: "LTZ型一体化净水器在锅炉水处理中的应用", 《工业水处理》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103286102A (en) * | 2013-05-14 | 2013-09-11 | 泰兴市睿济科技有限公司 | Method of flushing inclined tubes in inclined-tube sedimentation basin |
| CN103286102B (en) * | 2013-05-14 | 2015-04-08 | 泰兴市睿济科技有限公司 | Method of flushing inclined tubes in inclined-tube sedimentation basin |
| CN112429887A (en) * | 2020-12-12 | 2021-03-02 | 绍兴合源环境科技有限公司 | Integrated powdered activated carbon adsorption, precipitation and filtration device |
| CN120025040A (en) * | 2025-03-19 | 2025-05-23 | 福州城建设计研究院有限公司 | A water treatment device for producing hydrogen by electrolysis of sewage plant effluent |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110817 |