CN207581443U - Integrated coagulating sedimentation device - Google Patents
Integrated coagulating sedimentation device Download PDFInfo
- Publication number
- CN207581443U CN207581443U CN201721638543.1U CN201721638543U CN207581443U CN 207581443 U CN207581443 U CN 207581443U CN 201721638543 U CN201721638543 U CN 201721638543U CN 207581443 U CN207581443 U CN 207581443U
- Authority
- CN
- China
- Prior art keywords
- reative cell
- guide shell
- water inlet
- coagulating sedimentation
- sludge hopper
- 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
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Abstract
The utility model discloses integrated coagulating sedimentation devices,Including reative cell,Sludge hopper,Effluent weir,Guide shell,Blender,The reative cell open top,Opening is connected with head cover,Reative cell bottom outside is connected with supporting rack,Reative cell bottom is connected with the sludge hopper connected with reative cell,Reative cell top is connected with effluent weir,It is sealed at the top of guide shell and is fixed in effluent weir bottom centre,Reative cell side wall upper part is equipped with water inlet,Water inlet is connected by water inlet pipe with guide shell top,The first chemical feed pipe is connected between water inlet pipe and reative cell side wall,In the middle part of guide shell the second chemical feed pipe is connected between reative cell side wall,Blender is set on outside of top cover,The agitating shaft of blender passes through head cover and effluent weir inside guide shell and coaxial with guide shell,Upper blade has been respectively and fixedly connected on the outer circumference surface of agitating shaft,Lower floor's blade.The utility model can complete coagulating in a pond and precipitate the novel all-in-one coagulating sedimentation device in two stages.
Description
Technical field
The utility model is related to technical field of industrial sewage treatment, particularly integrated coagulating sedimentation device.
Background technology
At present, the big body technology of Industrial Waste Water Treatments is to use " physics pretreatment+biological treatment ", wherein, physical treatment
In, dosing coagulating sedimentation is common method.The design of conventional coagulating sedimentation device is divided into：Two ranks of dosing coagulation and precipitation
Section, dosing coagulation be divided into for：Flocculated stage and help the solidifying stage.Trade effluent occurs flocculation reaction with medicament in flocculated stage and is formed
Tiny alumen ustum is helping the solidifying stage, and the tiny alumen ustum to have flocculated in sewage forms the alumen ustum of bulk under the action of flocculation aid.Sewage
Sedimentation basin is delivered to through piping after the alumen ustum that dosing coagulation forms bulk and carries out natural sedimentation, realize mud-water separation.
This conventional dosing coagulation sedimentation method, is realized frequently with steel construction integration apparatus.This conventional steel construction one
Change coagulating sedimentation device to have the following disadvantages：First, it takes up a large area.Coagulating and two stages of precipitation, in differential responses pond reality
It is existing；Second is that flocculating good sludge before sedimentation basin is entered, easily influenced by external force, be that floccule body disintegrates, be allowed to water outlet and become
Difference；Third, partial flocculation sediment needs periodically to clean coagulating area easily in coagulating area deposition, increase
The workload of sewage disposal personnel；Fourth, coagulation region needs two blenders, high energy consumption.
Utility model content
In view of the drawbacks described above of the prior art, the purpose of this utility model is just to provide integrated coagulating sedimentation device, energy
It is enough to complete coagulating in a pond and precipitate the novel all-in-one coagulating sedimentation device in two stages.
The purpose of this utility model is that technical solution in this way is realized, it includes reative cell, sludge hopper, water outlet
Weir, guide shell, blender, the reative cell open top, opening are fixedly connected with head cover, and reative cell bottom outside is connected with
Supporting rack, reative cell bottom are connected with the sludge hopper, and sludge hopper is connected with reative cell, and sludge hopper bottom is provided with mud discharging mouth,
Reative cell top is connected with the effluent weir, is sealed at the top of the guide shell and is fixed in effluent weir bottom centre, guide shell bottom
Portion is located at reative cell lower part, and reative cell side wall upper part is additionally provided with water inlet, and water inlet is connected by water inlet pipe and guide shell top
It is logical, the first chemical feed pipe is connected between the water inlet pipe and reative cell side wall, it is affixed between guide shell middle part and reative cell side wall
There is the second chemical feed pipe, the blender is set to outside of top cover, and the agitating shaft of blender passes through head cover and effluent weir to be set to and lead
It is inside flow cartridge and coaxial with guide shell, upper blade, lower floor's blade have been respectively and fixedly connected on the outer circumference surface of the agitating shaft, it is described
Upper blade is located at guide shell top, and lower floor's blade is located in the middle part of guide shell.
Further, the guide shell bottom interior wall is also fixedly connected with cross partition board.
Further, the guide shell bottom is fixedly connected with reflecting plate by connecting rod, and the reflecting plate is funnel
Structure.
Further, it is fixedly connected on the outside of the guide shell by reinforcing rib with reaction chamber wall.
Further, the sludge hopper is funnel structure, and mud valve is additionally provided in the mud discharging mouth.
By adopting the above-described technical solution, the utility model has the following advantages：
1. floor space is small, by conventional coagulation, solidifying two reaction zones is helped to assemble center coagulating area, be placed in
Floor space is saved in settling vessel center, than the floor space that conventional method reduces more than 20%.
2. the sludge to have flocculated is directly entered precipitation segregation section, do not influenced by external force, floccule body is avoided to disintegrate, influence to be discharged
Water quality, mud-water separation effect are better than conventional method.
3. reducing spoil disposal operation, the machine only has sludge hopper to need spoil disposal, and workload is few.
4. being stirred using double-layer paddle, coagulation efficiency can be improved, reduces by a blender, energy consumption is reduced, than conventional side
Method saves more than 1/3rd energy.
Other advantages, target and feature of the utility model will be explained in the following description to a certain extent
State, and to a certain extent, based on will be apparent to those skilled in the art to investigating hereafter or
Person can be instructed from the practice of the utility model.The target of the utility model and other advantages can be said by following
Bright book and claims are realized and are obtained.
Description of the drawings
The description of the drawings of the utility model is as follows.
Fig. 1 is the structure diagram of the utility model；
In figure：1. reative cell；2. sludge hopper；3. effluent weir；4. guide shell；5. blender；6. head cover；7. supporting rack；8.
Mud discharging mouth；9. mud valve；10. water inlet；11. water inlet pipe；12. the first chemical feed pipe；13. the second chemical feed pipe；14. agitating shaft；15.
Upper blade；16. lower floor's blade；17. cross partition board；18. reflecting plate；19. reinforcing rib.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
It is illustrated in fig. 1 shown below, integrated coagulating sedimentation device, including reative cell 1, sludge hopper 2, effluent weir 3, guide shell 4, stirring
Machine 5,1 open top of reative cell, opening are fixedly connected with head cover 6, and 1 bottom outside of reative cell is connected with supporting rack 7, instead
1 bottom of room is answered to be connected with the sludge hopper 2, sludge hopper 2 is connected with reative cell 1, and 2 bottom of sludge hopper is provided with mud discharging mouth 8, described
Mud valve 9 is additionally provided in mud discharging mouth 8, the solid alumen ustum of the bulk of 1 bottom precipitation of reative cell is collected in sludge hopper 2.The row of opening
Mud valve 9 in mud mouth 8, you can the sediment in discharge sludge hopper 2, and the sludge hopper 2 of funnel structure is more conducive to sediment
Discharge.
1 top of reative cell is connected with the effluent weir 3, and 4 top of guide shell seals and is fixed in 3 bottom of effluent weir
The heart, 4 bottom of guide shell are located at 1 lower part of reative cell, and 1 side wall upper part of reative cell is additionally provided with water inlet 10, water inlet 10 by into
Water pipe 11 is connected with 4 top of guide shell, and pending sewage is entered by water inlet pipe 11 in guide shell 4 from water inlet 10, is being led
It is handled in flow cartridge 4.
Be connected with the first chemical feed pipe 12 between 1 side wall of the water inlet pipe 11 and reative cell, by the first chemical feed pipe 12 into
Flocculant is added in water pipe 11, flocculation reaction occurs in water inlet pipe 11 and generates tiny alumen ustum for sewage.
The second chemical feed pipe 13 is connected between the middle part of guide shell 4 and 1 side wall of reative cell, by the second chemical feed pipe 13 to water conservancy diversion
4 middle part of cylinder adds in flocculation aid, and tiny alumen ustum condenses into the solid alumen ustum of bulk.
The blender 5 is set to 6 outside of head cover, and the agitating shaft 14 of blender 5 passes through head cover 6 and effluent weir 3 to be set to
4 inside of guide shell is simultaneously coaxial with guide shell 4, and upper blade 15, lower floor have been respectively and fixedly connected on the outer circumference surface of the agitating shaft 14
Blade 16, the upper blade 15 are located at 4 top of guide shell, and lower floor's blade 16 is located at 4 middle part of guide shell.Upper blade 15
Stirring sewage and flocculant is promoted to react the tiny alumen ustum of generation, the stirring of lower floor's blade 16 can promote tiny alum
Flower condenses into the solid alumen ustum of bulk.Double-layer stirring paddle leaf is set using a blender 5, it is ensured that the pollutant in sewage can
It is fully reacted with two kinds of medicaments, the solid cotton-shaped alumen ustum of generation bulk can not only improve coagulation efficiency, reduce by a blender
5, moreover it is possible to reduce energy consumption.
4 bottom interior wall of guide shell is fixedly connected with cross partition board 17, and 4 bottom of guide shell is fixedly connected with instead by connecting rod
Plate 18 is penetrated, the reflecting plate 18 is funnel structure.Cross partition board 17 can stop the flow being rotated in the case where blender 5 acts on
Rotation smoothly contacts reflecting plate 18, and the sewage to have flocculated stably enters 1 bottom of reative cell after 18 energy dissipating of reflecting plate,
Precipitation separation is carried out again, can quickly and efficiently realize mud-water separation.
4 outside of guide shell is fixedly connected by reinforcing rib 19 with 1 inner wall of reative cell, and reinforcing rib 19 can avoid leading
When turbulent flow reaction occurring in flow cartridge 4, reaction tube deflects, and so as to bring damage to whole equipment, causes unnecessary loss.
What the present embodiment was realized in：The injection sewage out of water inlet 10, by the first chemical feed pipe 12 to water inlet pipe 11
Interior addition flocculant, under the stirring of upper blade 15, sewage occurs flocculation reaction and generates tiny alumen ustum.Pass through the second dosing
Pipe 13 adds in flocculation aid to 4 middle part of guide shell, under the stirring of lower floor's blade 16, tiny alumen ustum is promoted to condense into bulk solid
Alumen ustum.After 17 stationary flow of cross partition board, the solid alumen ustum of bulk declines under gravity, while sewage is by reflection
The reflection of plate 18 is scattered to 1 bottom of reative cell.Sludge is deposited to downwards in sludge hopper 2 under gravity, and clear water rises
To effluent weir 3, mud-water separation is quickly and efficiently realized.
Finally illustrate, above example is merely intended for describing the technical solutions of the present application, but not for limiting the present application, although ginseng
The utility model is described in detail according to preferred embodiment, it will be understood by those of ordinary skill in the art that, it can be to this
The technical solution of utility model is modified or replaced equivalently, should all without departing from the objective and range of the technical program
Cover in the right of the utility model.
Claims (5)
1. integrated coagulating sedimentation device, it is characterised in that：It is described including reative cell, sludge hopper, effluent weir, guide shell, blender
Reative cell open top, opening are fixedly connected with head cover, and reative cell bottom outside is connected with supporting rack, and reative cell bottom is affixed
Have the sludge hopper, sludge hopper is connected with reative cell, and sludge hopper bottom is provided with mud discharging mouth, reative cell top be connected with it is described go out
Mill weir, the guide shell top seal and are fixed in effluent weir bottom centre, and guide shell bottom is located at reative cell lower part, reative cell
Side wall upper part is additionally provided with water inlet, and water inlet is connected by water inlet pipe with guide shell top, the water inlet pipe and reative cell side
The first chemical feed pipe is connected between wall, the second chemical feed pipe, the blender are connected between reative cell side wall in the middle part of guide shell
Be set to outside of top cover, the agitating shaft of blender passes through head cover and effluent weir be set to it is inside guide shell and coaxial with guide shell,
Upper blade, lower floor's blade have been respectively and fixedly connected on the outer circumference surface of the agitating shaft, the upper blade is located at guide shell top,
Lower floor's blade is located in the middle part of guide shell.
2. integration coagulating sedimentation device according to claim 1, it is characterised in that：The guide shell bottom interior wall is also fixed
It is connected with cross partition board.
3. integration coagulating sedimentation device according to claim 1, it is characterised in that：The guide shell bottom passes through connecting rod
Reflecting plate is fixedly connected with, the reflecting plate is funnel structure.
4. integration coagulating sedimentation device according to claim 1, it is characterised in that：Pass through reinforcing rib on the outside of the guide shell
It is fixedly connected with reaction chamber wall.
5. integration coagulating sedimentation device according to claim 1, it is characterised in that：The sludge hopper be funnel structure, institute
It states and mud valve is additionally provided in mud discharging mouth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721638543.1U CN207581443U (en) | 2017-11-30 | 2017-11-30 | Integrated coagulating sedimentation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721638543.1U CN207581443U (en) | 2017-11-30 | 2017-11-30 | Integrated coagulating sedimentation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207581443U true CN207581443U (en) | 2018-07-06 |
Family
ID=62734608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721638543.1U Expired - Fee Related CN207581443U (en) | 2017-11-30 | 2017-11-30 | Integrated coagulating sedimentation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207581443U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109569034A (en) * | 2018-12-12 | 2019-04-05 | 长沙普惠环保机械有限公司 | Coagulating sedimentation tank arrangement |
-
2017
- 2017-11-30 CN CN201721638543.1U patent/CN207581443U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109569034A (en) * | 2018-12-12 | 2019-04-05 | 长沙普惠环保机械有限公司 | Coagulating sedimentation tank arrangement |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180706 Termination date: 20181130 |
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| CF01 | Termination of patent right due to non-payment of annual fee |