CN201030249Y - Sewage water mud separating arrangement - Google Patents
Sewage water mud separating arrangement Download PDFInfo
- Publication number
- CN201030249Y CN201030249Y CNU200720036648XU CN200720036648U CN201030249Y CN 201030249 Y CN201030249 Y CN 201030249Y CN U200720036648X U CNU200720036648X U CN U200720036648XU CN 200720036648 U CN200720036648 U CN 200720036648U CN 201030249 Y CN201030249 Y CN 201030249Y
- Authority
- CN
- China
- Prior art keywords
- sewage
- retort
- magnetic
- mud
- static mixer
- 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.)
- Expired - Fee Related
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 47
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 22
- 230000003068 static effect Effects 0.000 claims abstract description 13
- 239000000701 coagulant Substances 0.000 claims abstract description 11
- 239000003795 chemical substances by application Substances 0.000 claims description 13
- 238000004140 cleaning Methods 0.000 claims description 2
- 238000005065 mining Methods 0.000 abstract description 3
- 238000000746 purification Methods 0.000 abstract description 3
- 238000000926 separation method Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract 1
- 238000005189 flocculation Methods 0.000 description 4
- 230000016615 flocculation Effects 0.000 description 4
- 239000012535 impurity Substances 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 3
- 239000000084 colloidal system Substances 0.000 description 3
- 239000007788 liquid Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000005415 magnetization Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Images
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
A sewage-mud separation device relates to a sewage purification device, which comprises a retort and a sewage inlet pipe, wherein the sewage inlet pipe is provided with a sewage pump and a static mixer. A coagulant inlet is arranged in front of the sewage pump, the static mixer is provided with a flocculant inlet, the retort is provided with a saturant interface, the outlet pipe of the retort is connected with a magnetic revolving drum driven by a generator, and the end of the magnetic revolving drum is respectively provided with a water outlet and a mud outlet. The utility model can instantly separate coagulated and flocculated floccule through employing the magnetic revolving drum, and compresses the floccule and then delivers the floccule out of the separation device. The utility model is simple in construction, convenient in operation, and small in size, which does not need to wash again during running and has no secondary pollution. The utility model is applicable for the physicochemical treatment purification of sewage, sewage with mud, intermediate water, and sewage with oil in ordinary industrial and mining establishments.
Description
Technical field
The utility model relates to effluent treatment plant, refers in particular to a kind ofly can isolate mixed, flocculation immediately and separate out the sewage mud separator of flco.
Background technology
Existing sewage disposal device on the domestic market, after the adding coagulant carries out flocculation reaction, need be through sedimentation for a long time more than 24 hours, precipitum could precipitating get off, also do not go out equipment when mud that settles down and the operation of other impurity, need to discharge after more than ten day, so equipment operation certain hour just needs backwash, backwash water causes secondary pollution again, in addition, because long operational time, the sewage disposal device floor space is big, system complex, investment height, is not suitable for general industrial and mining enterprises and uses.
Summary of the invention
The utility model is just in order to overcome above-mentioned deficiency, a kind of improved sewage mud separator is provided, it will mix, the powerful Separation of Solid and Liquid that flco reaction and high-energy physics field are separated out in flocculation organically combines, just can be condensed into mud to flco immediately and skid off separator, and need not backwash, can not produce secondary pollution, specifically implement like this: sewage mud separator, comprise retort and sewage water inlet pipe, be equipped with sewage pump and static mixer on the water inlet pipe, be provided with coagulant before the described sewage pump and add inlet, described static mixer is provided with flocculant and adds inlet, it is characterized in that having on the retort magnetic assist agent interface, the outlet pipe of retort connects a motor-driven magnetic rotary drum, and the end of described magnetic rotary drum is equipped with delivery port and mud mouth respectively.During this sewage mud separator work, sewage is entered by water inlet pipe, various water treatment agents measure in order and inject sewage, impurity colloid in the sewage just condenses evolution reaction and generates flco, in retort, add the magnetic assist agent again, force magnetic assist agent and suspension and other object formation flco rapid subsidence in the sewage, in infall process with in the sewage, float contacting of carburetion, rapid subsidence after floating carburetion and flco are attracted each other, this moment, the sewage of muddy (or coloured) became limpid clearly because of solid-liquid, then high-energy physics field of sewage inflow is in the magnetic rotary drum, by its powerful energy field absorption affinity, make the flco moment that contains the magnetic assist agent in the water just be adsorbed on the magnetic rotary drum, mud scraper by the setting of magnetic rotary drum another side, mud is scraped, make and contain wet goods sewage by suspended thing, the impurity colloid, colors etc. are most to be removed, the flco that removes is condensed into the muddy and slippery separator that goes out, as clear as crystal water flows out from water pipe after removing the impurity flco, and the prime that reaches discharge standard and oil field re-injection standard for precision processing is handled.
One high magnetic bucket is installed on the sewage water inlet pipe between the utility model sewage pump and static mixer, its can make oil-polluted water by the time magnetize, changed polarity after making in the oil-polluted water object magnetization such as the oil-in-water that repels mutually or Water-In-Oil, attract each other and oil-polluted water in suspension and other object form big wadding colloid.
The utility model coagulant adds that inlet, flocculant add inlet, the magnetic assist agent adds inlet and connects coagulant storage tank, flocculant storage tank, magnetic assist agent storage tank by pipeline respectively, each storage tank, sewage pump, high magnetic bucket, static mixer, retort, magnetic rotary drum all are installed on the same base, are convenient to transportation and install.
The utility model is equipped with the automatic control system that signal connects each parts, finishes the automation mechanized operation of entire equipment.
This device is by adding the magnetic rotary drum, can isolate immediately coagulation, the flocculation after flco, it is condensed into mud skids off separator, whole device constitutes simple, easy and simple to handle, volume is little, need not backwash in the running, non-secondary pollution is suitable for general industrial and mining enterprises and carries out sewage, contains the purification that materializations such as dirt water, Zhong Shui, oil-polluted water are handled.
Description of drawings
Accompanying drawing is a structural representation of the present utility model.
The specific embodiment
Sewage mud separator, be equipped with sewage pump 1 on the sewage water inlet pipe 8 before and after successively, high magnetic bucket 2, static mixer 3, be provided with coagulant before the sewage pump 1 and add inlet, static mixer is provided with flocculant and adds inlet, after retort 5 is connected static mixer 3, have magnetic assist agent interface on it, coagulant adds inlet, flocculant adds inlet, the magnetic assist agent adds inlet and connects coagulant storage tank 11 by the pipeline of band measuring pump 4 respectively, flocculant storage tank 12, magnetic assist agent storage tank 13, the outlet pipe of retort 5 connects the magnetic rotary drum 7 that a motor 6 drives, be equipped with cleaning shoe on the another side of this magnetic rotary drum 7, the end of magnetic rotary drum is equipped with delivery port 9 and mud mouth 10 respectively.
Each parts of this device all are installed on the same base, and are equipped with the automatic control system that signal connects each parts in the separator.
Claims (6)
1. sewage mud separator, comprise retort and sewage water inlet pipe, be equipped with sewage pump and static mixer on the water inlet pipe, be provided with coagulant before the described sewage pump and add inlet, described static mixer is provided with flocculant and adds inlet, it is characterized in that having on the retort magnetic assist agent interface, the outlet pipe of retort connects a motor-driven magnetic rotary drum, and the end of described magnetic rotary drum is equipped with delivery port and mud mouth respectively.
2. sewage mud separator according to claim 1 is characterized in that being equipped with on the sewage water inlet pipe between sewage pump and static mixer a high magnetic bucket.
3. sewage mud separator according to claim 1 is characterized in that the another side of magnetic rotary drum is provided with cleaning shoe.
4. according to claim 1,2, one of 3 described sewage mud separators, it is characterized in that coagulant adds that inlet, flocculant add inlet, the magnetic assist agent adds inlet and connects coagulant storage tank, flocculant storage tank, magnetic assist agent storage tank by the pipeline of band measuring pump respectively.
5. sewage mud separator according to claim 4 is characterized in that each storage tank, sewage pump, high magnetic bucket, static mixer, retort, magnetic rotary drum all are installed on the same base.
6. sewage mud separator according to claim 5 is characterized in that being equipped with in the separator automatic control system that signal connects each parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200720036648XU CN201030249Y (en) | 2007-04-02 | 2007-04-02 | Sewage water mud separating arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200720036648XU CN201030249Y (en) | 2007-04-02 | 2007-04-02 | Sewage water mud separating arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201030249Y true CN201030249Y (en) | 2008-03-05 |
Family
ID=39162143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU200720036648XU Expired - Fee Related CN201030249Y (en) | 2007-04-02 | 2007-04-02 | Sewage water mud separating arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201030249Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101376071B (en) * | 2008-10-09 | 2011-04-20 | 江苏江达生态科技有限公司 | Technique for separating mud and water in river and lake deposit |
| CN102211848A (en) * | 2011-04-13 | 2011-10-12 | 纪伟勇 | Slurry centrifugal separation system |
| CN102755765A (en) * | 2012-07-31 | 2012-10-31 | 杭州利群环保纸业有限公司 | Deep-purification impurity-removing treatment device of tobacco extraction liquid and impurity removing control method thereof |
-
2007
- 2007-04-02 CN CNU200720036648XU patent/CN201030249Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101376071B (en) * | 2008-10-09 | 2011-04-20 | 江苏江达生态科技有限公司 | Technique for separating mud and water in river and lake deposit |
| CN102211848A (en) * | 2011-04-13 | 2011-10-12 | 纪伟勇 | Slurry centrifugal separation system |
| CN102755765A (en) * | 2012-07-31 | 2012-10-31 | 杭州利群环保纸业有限公司 | Deep-purification impurity-removing treatment device of tobacco extraction liquid and impurity removing control method thereof |
| CN102755765B (en) * | 2012-07-31 | 2014-12-17 | 杭州利群环保纸业有限公司 | Deep-purification impurity-removing treatment device of tobacco extraction liquid and impurity removing control method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101381134B (en) | Stone processing sewage treatment process and system | |
| CN105060434A (en) | Novel sedimentation clarification pool | |
| CN102503005B (en) | Method for replacing bottom sludge of polluted water in site and sludge cleaning equipment | |
| CN105417831A (en) | Sewage treatment system | |
| CN104803555A (en) | Mobile skid-mounted equipment for efficient water treatment | |
| CN202508946U (en) | Shale gas and oil well fracturing waste liquor recycling system | |
| CN201030249Y (en) | Sewage water mud separating arrangement | |
| CN205151989U (en) | Wastewater treatment system | |
| CN220335012U (en) | River emergency treatment system | |
| CN108947137A (en) | A kind of kitchen garbage percolation liquid treatment method | |
| CN204897574U (en) | Oily waste water contact filtration combination formula advanced treatment unit that flocculates a little | |
| CN201458889U (en) | Sewage treatment device | |
| CN108358286A (en) | A kind of magnetic flocculation urban rainwater processing unit and its technique | |
| CN211311213U (en) | Novel magnetic coagulation device | |
| CN205061779U (en) | Novel deposit depositing reservoir | |
| CN104529045B (en) | A kind of villages and towns in rural areas decentralized sewage treatment method | |
| CN202148234U (en) | Saponification liquid biochemical treatment device | |
| CN106977073B (en) | Ecological dredging integrated system | |
| CN105174558A (en) | Pretreatment method for removing oil by gas-making wastewater | |
| CN101195075A (en) | Permanent magnetism filtering and separating method for oil-water and device thereof | |
| CN221544310U (en) | Sedimentation tank | |
| CN202881024U (en) | Demulsification and flocculation treatment device of machining cutting fluid sewage | |
| CN106316068A (en) | Two-stage magnetic separation apparatus for loading magnetic precipitation sludge disposal | |
| CN208949042U (en) | A kind of shale gas waste water treatment system equipment for separating liquid from solid | |
| CN104961266A (en) | Mud-sand separation cyclic utilization apparatus |
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: 20080305 Termination date: 20110402 |