CN207957872U - A kind of improved high-efficiency muddy water clarifier - Google Patents
A kind of improved high-efficiency muddy water clarifier Download PDFInfo
- Publication number
- CN207957872U CN207957872U CN201820128605.2U CN201820128605U CN207957872U CN 207957872 U CN207957872 U CN 207957872U CN 201820128605 U CN201820128605 U CN 201820128605U CN 207957872 U CN207957872 U CN 207957872U
- Authority
- CN
- China
- Prior art keywords
- tube
- water inlet
- central
- central tube
- sides
- 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
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses a kind of improved high-efficiency muddy water clarifiers, including shell and water inlet central tube, central reaction area is set on the outside of water inlet central tube, inclined tube is respectively set in both sides at the top of central reaction area, depositing separation area is respectively set in shell below the inclined tube of both sides, the water outlet of both sides is mutually connected connection with the depositing separation area respectively at the top of central reaction area, the water inlet central tube bottom is connected to water inlet pipe, two pieces of mixed plates intersected in X-shaped are set in the middle part of water inlet central tube, the shaft both ends at mixed plate center are separately mounted on central tube two side, housing bottom and the central reaction area bottom respectively connected outer pollutant discharge tube and interior pollutant discharge tube.The utility model can improve flocculation reaction and the sedimentation separation effect of muddy water clarifier, it is ensured that production is normally carried out.
Description
Technical field
The utility model is related to a kind of improved high-efficiency muddy water clarifiers.
Background technology
Existing efficient muddy water clarifier is middle part water inlet, brings the sludge of decanting zone bottom deposit by waterpower spout
Into water inlet, the effect of flocculation reaction is improved, the outside deceleration reaction zone of flooding tube, passes through macromolecule medicament adsorptive racks at center
Bridge acts on, and cohesion and coagulated particles is made to become larger.The particulate matter of flocculation reaction generation is practical in this area has been provided with
Certain setting condition, but the structure type of the reaction zone of deceleration at present, coagulated particles object can only enter tube settler area with flow,
Bottom deposition bucket can be just settled down to.
And current structure type, turbid circulating water enter tube settler area by flocculation reaction, it is necessary to by central tube
After dog-ear flows downward, sedimentation separation area could be flowed into back up, and such structure type causes in sedimentation separation area
The little particle flocculation precipitation reaction object slowly precipitated downwards, is impacted by upward water flow, cannot can smoothly enter into bottom deposit mud
Bucket, when flow of inlet water fluctuation increases, upward flow carries a large amount of coagulated particles object and floats up to downflow weir, causes out aqueous suspension
Object is exceeded.
Invention content
The purpose of this utility model is to provide a kind of improved high-efficiency muddy water clarifiers, can improve muddy water clarifier
Flocculation reaction and sedimentation separation effect, it is ensured that production is normally carried out.
The purpose of this utility model is achieved in that a kind of improved high-efficiency muddy water clarifier, including shell and into
Central reaction area is arranged in water central tube, water inlet central tube outside, and inclined tube, both sides are respectively set in both sides at the top of central reaction area
Depositing separation area is respectively set in shell below inclined tube, the water outlet of central reaction area top both sides sinks with described respectively
Shallow lake Disengagement zone is mutually connected connection, and the water inlet central tube bottom is connected to water inlet pipe, and water inlet central tube is arranged two in middle part
Block is in the semicircle mixed plate that X-shaped intersects, and the shaft both ends at semicircle mixed plate center are separately mounted on central tube two side,
Housing bottom and the central reaction area bottom respectively connected outer pollutant discharge tube and interior pollutant discharge tube.
The bottom for central tube of intaking is changed to closing form by the utility model, and central tube installs mixed plate additional, makes returned sludge
It is quickly mixed with the turbid circulating water after dosing, accelerates the progress of flocculation reaction, flocculation reaction to generate particle and coalesce rapidly, step-reaction
Very large particle is formed, the reaction zone on the outside of central tube just forms sedimentation separation area, increases blow-off pipe in bottom, periodically by bottom
The sludge of concentration is discharged.Flow after flocculation reaction no longer flows downward after leaving central reaction area, increases towards oblique
The flow area of pipe settling zone, flow are directly entered depositing separation area, in uphill process, can Deposited particulate matter, slowly under
Drop, gradually coalescence, which slides, enters expansion chamber.Water after clarification, by precipitating the clear water protective layer on top, into annular collecting vat
And summarize water outlet.It is deposited to the body refuse of water efficient muddy water clarifier bottom sludge hopper and central reaction area, via mating electricity
Device control cabinet, time control（Time is adjustable）It is automatic to carry out spoil disposal（It also can manual spoil disposal）, it is discharged into mud pit, is then carried out follow-up
Processing.The treatment effeciency for improving muddy water clarifier, improves effluent quality.
Description of the drawings
The utility model is described in further detail below in conjunction with attached drawing.
Fig. 1 is the main structure diagram of the utility model.
Specific implementation mode
A kind of improved high-efficiency muddy water clarifier, as shown in Figure 1, including shell 2 and water inlet central tube 7, intake center
Central reaction area 1 is arranged in 7 outside of cylinder, and inclined tube 4, the shell of 4 lower section of both sides inclined tube is respectively set in 1 top both sides of central reaction area
Be respectively set depositing separation area 5 in vivo, the water outlets of 1 top both sides of central reaction area respectively with the depositing separation area 5
Mutually linking connection.7 bottom of water inlet central tube is connected to water inlet pipe 3, and it is in X to be arranged two pieces in 7 middle part of water inlet central tube
The semicircle mixed plate 6 that shape is intersected, the shaft both ends at 6 center of semicircle mixed plate are separately mounted on central tube two side, shell
2 bottom of body and 1 bottom of central reaction area respectively connected outer pollutant discharge tube 9 and interior pollutant discharge tube 8.
Claims (1)
1. a kind of improved high-efficiency muddy water clarifier, including shell and water inlet central tube, during water inlet central tube outside is arranged
Heart reaction zone, central reaction area top both sides are respectively set inclined tube, precipitation are respectively set in the shell below the inclined tube of both sides
Disengagement zone, it is characterized in that：The water outlet of both sides is mutually connected connection, institute with the depositing separation area respectively at the top of central reaction area
The water inlet central tube bottom stated is connected to water inlet pipe, and be arranged two pieces in water inlet central tube middle part mixes in the semicircle that X-shaped intersects
The shaft both ends of plywood, semicircle mixed plate center are separately mounted on central tube two side, housing bottom and it is described in
Heart reaction zone bottom respectively connected outer pollutant discharge tube and interior pollutant discharge tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820128605.2U CN207957872U (en) | 2018-01-25 | 2018-01-25 | A kind of improved high-efficiency muddy water clarifier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820128605.2U CN207957872U (en) | 2018-01-25 | 2018-01-25 | A kind of improved high-efficiency muddy water clarifier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207957872U true CN207957872U (en) | 2018-10-12 |
Family
ID=63734896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820128605.2U Expired - Fee Related CN207957872U (en) | 2018-01-25 | 2018-01-25 | A kind of improved high-efficiency muddy water clarifier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207957872U (en) |
-
2018
- 2018-01-25 CN CN201820128605.2U patent/CN207957872U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205398192U (en) | Mud bed filtering layer sewage purification ware | |
| CN103274544B (en) | Flocculation precipitation and filtering integrated sewage treatment device and sewage treatment method thereof | |
| CN102657960B (en) | Precipitation reaction and solid-liquid separation integral device | |
| CN101948198B (en) | Magnetic flocculation reactor | |
| CN206927730U (en) | A kind of efficient sedimentation tank | |
| CN107473339B (en) | Mine water magnetic coagulation treatment device and process | |
| CN109019791A (en) | Water treatment system | |
| CN105936531A (en) | Induced crystallization and deposition water treatment equipment | |
| CN201719868U (en) | Retention pond for sewage treatment | |
| EP2539287B1 (en) | Ballast flocculation and sedimentation water treatment system with simplified sludge recirculation, and process therefor | |
| CN210133923U (en) | Novel high-efficient sedimentation tank | |
| CN211339081U (en) | River pollution's sewage pretreatment system dams is put to rainwater | |
| KR101345262B1 (en) | Precipitation apparatus comprising v-block type slope plate | |
| CN117430219A (en) | Device and method for treating deep dehydration of magnetic coagulation sludge | |
| CN111252871B (en) | Device for removing colloid impurities under action of static field force coupled with multistage partition plates and water power | |
| CN203700079U (en) | Tiny-sand high-speed precipitator | |
| CN211311213U (en) | Novel magnetic coagulation device | |
| CN207957872U (en) | A kind of improved high-efficiency muddy water clarifier | |
| CN105999776A (en) | Sludge layer filtering and settling pond and method thereof | |
| CN216639004U (en) | Self-circulation encrypted granular sludge water purifying device | |
| CN215479956U (en) | Self-circulation high-density suspended sludge filtering and settling device | |
| CN110204104B (en) | Suspension medium layer filtration system based on mechanical stirring layering | |
| CN112661340A (en) | Sewage treatment system based on flushing type sludge separation | |
| CN111170546A (en) | High-density clarification tank | |
| KR101045878B1 (en) | High-efficiency hybrid sedimentation basin for processing water elevation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181012 Termination date: 20210125 |