CN202246208U - Multi-adaptive integrated water purifier - Google Patents
Multi-adaptive integrated water purifier Download PDFInfo
- Publication number
- CN202246208U CN202246208U CN2011203583579U CN201120358357U CN202246208U CN 202246208 U CN202246208 U CN 202246208U CN 2011203583579 U CN2011203583579 U CN 2011203583579U CN 201120358357 U CN201120358357 U CN 201120358357U CN 202246208 U CN202246208 U CN 202246208U
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- tank body
- water purifier
- grid
- integrated water
- adaptive integrated
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses a multi-adaptive integrated water purifier which comprises a tank body (1) and is characterized in that a grid vortex mixing condensator (2) is vertically arranged in the tank body (1); the top part of the grid vortex mixing condensator (2) is connected with a water inlet pipe (3); a horn mouth (4) is arranged at the bottom of a water inlet center pipe (2); a sludge hopper (5) is arranged at the bottom of the tank body (1); an inclined pipe filler (6) is arranged at the middle part of the tank body (1); an overflow weir (7) is arranged at the top of the tank body (1) and is connected with a filtering box (9) through a distributing pipe (8). The multi-adaptive integrated water purifier has the advantages that the treatment effect is improved by 20-50% as each unit structure is optimized, the structure is compact, the layout is reasonable, the treatment efficiency is improved, the manufacturing materials are saved; more small particles can deposit as the inclined pipe filler with small intervals is adopted. The sludge discharging performance of the multi-adaptive integrated water purifier is better than that of the traditional shallow deposition tank.
Description
Technical field
The utility model relates to a kind of integral type water purifier that adapts to more, belongs to water-treatment technology field.
Background technology
Coagulating is meant; Pending former water is after dosing mixes, and molecules such as water-borne glue body have had preliminary coacervation, have produced tiny alumen ustum; Its size can reach more than 5 microns; Though more much bigger than water molecules, no longer produce pedesis, also do not reach and lean on the such size (for example 0.6～1.0 millimeter) of gravitational energy sinking fully.The effect of coagulating equipment is the various piece that medicament is assigned to rapidly, equably waste water, with the electrostatic double layer of colloidal solid in the compression waste water, reduces or eliminate the stability of micelle, makes these micelles can be agglomerated into bigger flocs unit.Mix stages needs violent very brief stirring, and will lack action time, moment mixed effect best.
The effect of step of reaction is to impel to lose stable colloidal solid collision knot greatly, becomes visible alumen ustum flco.In step of reaction, by original suspended particulates in particulate that coalescence effect generated and the waste water since the bigger flcos of effect generation such as collision, adsorption bridging send into settling tank then and separate.
Existing stirring coagulation apparatus is because efficient is not high, and utility appliance such as the extra increase motor of the huge volume of needs, and needs are usually brought many constant.
Summary of the invention
The purpose of the utility model is: a kind of integral type water purifier that adapts to is provided more.Arrange compactness, structure is reasonable, volume is little, and sedimentation effect is good.
The utility model is to constitute like this: adapt to the integral type water purifier, structure comprises tank body, in tank body, vertically is provided with grid type vortex coagulation device more; Grid type vortex coagulation device top is connected with water inlet pipe; Grid type vortex coagulation device bottom is provided with hydraucone, is provided with sludge bucket in tank base, is provided with the inclined tube filler at the tank body middle part; Be provided with overflow weir at the tank body top, overflow weir connects filter box through water distributing pipe.
Above-mentioned many adaptations integral type water purifier is provided with grid in the said filter box, on grid, is provided with filtrate.
The utlity model has following advantage: (1) is owing to optimized each unitary structure of coagulating, deposition and filtration; Make treatment effect under equal conditions be greatly improved, compare integration apparatus processing power common on the market and improve 20%～50%;
(2) compact construction, equipment adopts circular configuration, reduces the current dead band, and integral layout is more reasonable, not only improves processing efficiency but also saves manufacturing materials;
(3) adopt little spacing (60 * 60mm) inclined tube fillers because spacing obviously reduces, alumen ustum deposition distance also obviously reduces, and more small-particles can be precipitated; Because spacing reduces, hydraulic resistance increases, and makes it to account for the major portion of current hydraulic resistance in settling tank, and flow distribution is even in the settling tank like this, compares with inclined tube and has improved deposition condition significantly;
(4) the spoil disposal performance of the utility model is superior to existing shallow pond settling tank.
Description of drawings
Accompanying drawing 1 is the structural representation of the utility model;
Accompanying drawing 2 is the vertical view of accompanying drawing 1.
Embodiment
The embodiment of the utility model: adapt to the integral type water purifier more, as shown in Figure 1, make columniform tank body 1; Grid type vortex coagulation device 2 vertically is installed in tank body 1, and grid type vortex coagulation device 2 tops are connected with water inlet pipe 3, and grid type vortex coagulation device 2 bottoms make water outlet hydraucone 4; In tank body 1 bottom sludge bucket 5 is set; At tank body 1 middle part inclined tube filler 6 is installed, is produced overflow weir 7 at tank body 1 top, overflow weir 7 connects filter box 9 through water distributing pipe 8.Multilayer small perforations graticule mesh is set in the grid type vortex coagulation device 2, owing to cross the inertia effect of netting current, made the maelstrom of net current become little vortex, little vortex becomes littler vortex, has increased the particle collision number of times effectively.Inclined tube filler 6 is selected little spacing inclined tube filler (60 * 60mm) for use.
Workflow is following: pending former water gets in the grid type vortex coagulation device 2 through water inlet pipe 3 after adding coagulating agent; Former water behind coagulating is through hydraucone 4 eddy flow around annular tube settling tank body 1 of grid type vortex coagulation device 2 bottoms; And generation eddy current; Increase flco alumina blossom particles collision frequency in the former water, and then increase the floc particle volume.Precipitate through inclined tube filler 6 then, little spacing inclined tube filler 6 can increase former water precipitation area, reduces the volume of settling tank.Former water through inclined tube filler 6 post precipitations flows into filter box 9 through overflow weir 4, behind filtrate, accomplishes treating processes.
Claims (2)
1. adapt to the integral type water purifier one kind, structure comprises tank body (1), it is characterized in that: in tank body (1), vertically be provided with grid type vortex coagulation device (2) more; Grid type vortex coagulation device (2) top is connected with water inlet pipe (3); Water inlet pipe core (2) bottom is provided with hydraucone (4), is provided with sludge bucket (5) in tank body (1) bottom, is provided with inclined tube filler (6) at tank body (1) middle part; Be provided with overflow weir (7) at tank body (1) top, overflow weir (7) connects filter box (9) through water distributing pipe (8).
2. the integral type water purifier that adapts to according to claim 1 is characterized in that: be provided with grid (10) in the said filter box (9), on grid (10), be provided with filtrate (11) more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203583579U CN202246208U (en) | 2011-09-22 | 2011-09-22 | Multi-adaptive integrated water purifier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203583579U CN202246208U (en) | 2011-09-22 | 2011-09-22 | Multi-adaptive integrated water purifier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202246208U true CN202246208U (en) | 2012-05-30 |
Family
ID=46107481
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203583579U Expired - Fee Related CN202246208U (en) | 2011-09-22 | 2011-09-22 | Multi-adaptive integrated water purifier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202246208U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103112992A (en) * | 2013-01-29 | 2013-05-22 | 江苏南方涂装环保股份有限公司 | Method and device for purifying treatment wastewater prior to painting by adopting constructed wetland |
| CN109939491A (en) * | 2019-03-15 | 2019-06-28 | 绍兴亮华环保科技有限公司 | Integrated high-efficiency rate purifier and its filter method |
| CN116514351A (en) * | 2023-07-03 | 2023-08-01 | 四川大学 | Sewage advanced treatment integrated equipment and sewage treatment process |
-
2011
- 2011-09-22 CN CN2011203583579U patent/CN202246208U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103112992A (en) * | 2013-01-29 | 2013-05-22 | 江苏南方涂装环保股份有限公司 | Method and device for purifying treatment wastewater prior to painting by adopting constructed wetland |
| CN109939491A (en) * | 2019-03-15 | 2019-06-28 | 绍兴亮华环保科技有限公司 | Integrated high-efficiency rate purifier and its filter method |
| CN116514351A (en) * | 2023-07-03 | 2023-08-01 | 四川大学 | Sewage advanced treatment integrated equipment and sewage treatment process |
| CN116514351B (en) * | 2023-07-03 | 2023-10-10 | 四川大学 | Sewage advanced treatment integrated equipment and sewage treatment process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120530 Termination date: 20140922 |
|
| EXPY | Termination of patent right or utility model |