CN208018212U - Industrial wastewater purification system - Google Patents
Industrial wastewater purification system Download PDFInfo
- Publication number
- CN208018212U CN208018212U CN201820307398.7U CN201820307398U CN208018212U CN 208018212 U CN208018212 U CN 208018212U CN 201820307398 U CN201820307398 U CN 201820307398U CN 208018212 U CN208018212 U CN 208018212U
- Authority
- CN
- China
- Prior art keywords
- filtration chamber
- sewage
- pipe
- level height
- partition board
- 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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- 239000010842 industrial wastewater Substances 0.000 title claims abstract description 16
- 238000000746 purification Methods 0.000 title abstract 2
- 238000001914 filtration Methods 0.000 claims abstract description 61
- 239000010865 sewage Substances 0.000 claims abstract description 57
- 238000005192 partition Methods 0.000 claims abstract description 27
- 238000004062 sedimentation Methods 0.000 claims abstract description 20
- 238000007599 discharging Methods 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 30
- 238000011282 treatment Methods 0.000 abstract description 5
- 238000000926 separation method Methods 0.000 abstract description 2
- 239000002893 slag Substances 0.000 abstract description 2
- 208000034699 Vitreous floaters Diseases 0.000 abstract 1
- 239000007788 liquid Substances 0.000 description 7
- 239000002351 wastewater Substances 0.000 description 6
- 239000012530 fluid Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 230000003340 mental effect Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 238000004065 wastewater treatment Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004630 mental health Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Abstract
The utility model relates to the technical field of sewage treatment, in particular to an industrial wastewater purification system.A sedimentation tank is divided into a primary filter cavity and a secondary filter cavity by a partition plate; the sewage feeding pipe and the floating object slag discharging pipe are communicated with the inner cavity of the primary filtering cavity; the water drainage pipe is communicated with the inner cavity of the secondary filter cavity; the partition board is provided with a through hole; the horizontal height of the through hole is lower than that of the sewage feeding pipe; the horizontal height of the drain pipe is higher than that of the sewage feeding pipe; the horizontal height of the deslagging feeding end is higher than that of the sewage feeding pipe; one end of the drain pipe communicated with the primary filter cavity is a drain feeding end; the horizontal height of the bottom of the inner cavity of the drainage feeding end is lower than that of the bottom of the inner cavity of the deslagging feeding end; the push type impeller is fixedly arranged at the discharging direction of the sewage feeding pipe. When the utility model is used, the structure realizes the automatic separation and discharge of floaters, and reduces the labor intensity of sewage treatment and the cost of sewage treatment.
Description
Technical field
The utility model is related to technical field of sewage, more particularly to a kind of industrial waste water purifying system.
Background technology
Industrial wastewater is the waste liquid that factory generates in the process in processing and manufacturing, more in the type of integrated mill's product, is generated
Waste water type it is also very complicated, but factory usually only has a set of wastewater treatment equipment, to waste water carry out simply filtering or
With regard to direct emission after disinfection, very big environmental pollution is caused, it is therefore desirable to a kind of ring that various industrial sewage can be effectively treated
Protection device.In the link of Industrial Waste Water Treatments, it is necessary first to floating material be detached from sewage, trade effluent floating now
Object separation is mainly salvaged by artificial timing, and labor intensity is big, and influences to salvage the physical and mental health of floating material worker, is increased
The overall cost of sewage disposal.
Therefore it is necessary to carry out further technological innovation to existing industrial waste water purifying system.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, a kind of industrial waste water purifying system is provided
System.
To achieve the above object, the technical solution adopted in the utility model is：
A kind of industrial waste water purifying system described in the utility model, it includes sedimentation basin and partition board；The partition board exists
The inner cavity of sedimentation basin is vertically arranged；The sedimentation basin is separated into by-pass filtration chamber and secondary filtration chamber by partition board；Institute
It states and is provided with sewage feed pipe, floating material scum pipe and drainpipe on the lateral wall of sedimentation basin；The sewage feed pipe and floating
Object scum pipe is turned in the inner cavity of by-pass filtration chamber；The drainpipe turns on the inner cavity of secondary filtration chamber；On the partition board
It is provided with through-hole；The level height of the through-hole is less than the level height of sewage feed pipe；The level height of the drainpipe is high
In the level height of sewage feed pipe；The floating material scum pipe is deslagging feed end with one end that by-pass filtration chamber is connected；
The level height of the deslagging feed end is higher than the level height of sewage feed pipe；The drainpipe is connected with by-pass filtration chamber
One end be draining feed end；The level height of the draining feed end intracavity bottom is less than the water of deslagging feed end intracavity bottom
Flat height；The inner cavity of the by-pass filtration chamber is provided with pusher impeller；The push type impeller is fixed at sewage charging
At the discharging direction of pipe.
Further, the by-pass filtration chamber is internally provided with baffle；The baffle is fixed on partition board；The baffle
It is arranged between through-hole and sewage feed pipe；Formed angle is inclination angle between the baffle and partition board；The push type leaf
Wheel is fixed on the top of baffle.
Further, the intracavity bottom of the by-pass filtration chamber is provided with the first dredge pump；The secondary filtration chamber it is interior
Bottom of chamber portion is provided with the second dredge pump.
With the above structure, the utility model has the beneficial effect that：A kind of industrial waste water purifying described in the utility model
System, partition board are vertically arranged in the inner cavity of sedimentation basin；Sedimentation basin is separated into by-pass filtration chamber and two level mistake by partition board
Filter chamber；Sewage feed pipe, floating material scum pipe and drainpipe are provided on the lateral wall of sedimentation basin；Sewage feed pipe and floating material
Scum pipe is turned in the inner cavity of by-pass filtration chamber；Drainpipe turns on the inner cavity of secondary filtration chamber；Through-hole is provided on partition board；
The level height of through-hole is less than the level height of sewage feed pipe；The level height of drainpipe is high higher than the level of sewage feed pipe
Degree；Floating material scum pipe is deslagging feed end with one end that by-pass filtration chamber is connected；The level height of deslagging feed end is higher than
The level height of sewage feed pipe；Drainpipe is draining feed end with one end that by-pass filtration chamber is connected；It drains in feed end
The level height in bottom of chamber portion is less than the level height of deslagging feed end intracavity bottom；The inner cavity of by-pass filtration chamber is provided with push type
Impeller；Pusher impeller is fixed at the discharging direction of sewage feed pipe.When the utility model is used, partition board is logical
Hole makes sedimentation basin constitute a linker, in the case where the caliber of drainpipe is sufficiently large, by-pass filtration chamber and secondary filtration chamber
Liquid level it is equal, pusher impeller is driven by motor, industrial wastewater after sewage feed pipe enters by-pass filtration chamber, warp
Crossing pusher impeller makes sewage low speed rise, after floating material rises to top, since the density ratio waste water density of floating material is low, and institute
Floated at the top of the liquid level of by-pass filtration chamber with floating material, be then rejected to outside through floating material scum pipe automatically, every fall floating
Object and the sewage settled twice are discharged in the container with heavy mental treatment device through drainpipe and are further processed；
The structure realizes being automatically separated and being discharged for floating material, reduces the labor intensity of sewage disposal and the expense of sewage disposal.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Reference sign：
1, sedimentation basin；101, by-pass filtration chamber；102, secondary filtration chamber；2, the second dredge pump；3, partition board；301, through-hole；
4, the first dredge pump；5, baffle；6, pusher impeller；7, sewage feed pipe；8, floating material scum pipe；801, deslagging feed end；
9, drainpipe；901, feed end is drained；α, inclination angle.
Specific implementation mode
The utility model will be further described below with reference to the accompanying drawings.
As shown in Figure 1, a kind of industrial waste water purifying system described in the utility model, it includes sedimentation basin 1 and partition board
3；The partition board 3 is vertically arranged in the inner cavity of sedimentation basin 1；The sedimentation basin 1 is separated into by-pass filtration chamber by partition board 3
101 and secondary filtration chamber 102；Sewage feed pipe 7, floating material scum pipe 8 and draining are provided on the lateral wall of the sedimentation basin 1
Pipe 9；The sewage feed pipe 7 and floating material scum pipe 8 are turned in the inner cavity of by-pass filtration chamber 101；The drainpipe 9 is connected
In the inner cavity of secondary filtration chamber 102；Through-hole 301 is provided on the partition board 3；The level height of the through-hole 301 is less than sewage
The level height of feed pipe 7；The level height of the drainpipe 9 is higher than the level height of sewage feed pipe 7；The floating material row
Slag pipe 8 is deslagging feed end 801 with one end that by-pass filtration chamber 101 is connected；The level height of the deslagging feed end 801 is high
In the level height of sewage feed pipe 7；The drainpipe 9 is draining feed end with one end that by-pass filtration chamber 101 is connected
901；The level height of draining 901 intracavity bottom of feed end is less than the level height of 801 intracavity bottom of deslagging feed end；Institute
The inner cavity for stating by-pass filtration chamber 101 is provided with pusher impeller 6；The push type impeller 6 is fixed at sewage feed pipe 7
At discharging direction；The through-hole 301 of partition board 3 makes sedimentation basin 1 constitute a linker, in the sufficiently large situation of the caliber of drainpipe 9
Under, by-pass filtration chamber 101 is equal with the liquid level of secondary filtration chamber 102, and pusher impeller 6 is driven by motor, in motor figure
It does not represent, industrial wastewater keeps sewage low after sewage feed pipe 7 enters by-pass filtration chamber 101, by pusher impeller 6
Speed rises, after floating material rises to top, since the density ratio waste water density of floating material is low, so floating material is in by-pass filtration chamber
Floating, is then rejected to outside, every the dirt fallen floating material and settled twice through floating material scum pipe 8 automatically at the top of 101 liquid level
Water is discharged in the container with heavy mental treatment device through drainpipe 9 and is further processed；The structure realizes floating
Being automatically separated and being discharged for object, reduces the labor intensity of sewage disposal and the expense of sewage disposal.
As a kind of preferred embodiment of the utility model, the by-pass filtration chamber 101 is internally provided with baffle 5；It is described
Baffle 5 is fixed on partition board 3；The baffle 5 is arranged between through-hole 301 and sewage feed pipe 7；The baffle 5 and partition board 3 it
Between formed angle be inclined angle alpha；The push type impeller 6 is fixed on the top of baffle 5；On the one hand the effect of baffle 5 is anti-
The sewage only entered from sewage feed pipe 7 is directly over through-hole 301 and enters secondary filtration chamber 102, is on the other hand to level-one
Fluid in filter chamber 101 carries out reduction of speed, and fluid is from far from the lower section for entering baffle 5 from 301 side of through-hole, inclination angle
α is traditionally arranged to be between 50 to 60 degree.
As a kind of preferred embodiment of the utility model, the intracavity bottom of the by-pass filtration chamber 101 is provided with first row
Dirt pump 4；The intracavity bottom of the secondary filtration chamber 102 is provided with the second dredge pump 2；First dredge pump 4 and the second dredge pump 2 are fixed
When driving the sediment of 102 bottom of by-pass filtration chamber 101 and secondary filtration chamber is discharged to the outside respectively.
When the utility model is used, the through-hole of partition board makes sedimentation basin constitute a linker, in the caliber foot of drainpipe
In the case of reaching greatly, the liquid level of by-pass filtration chamber and secondary filtration chamber is equal, and pusher impeller is driven by motor, Industry Waste
Water makes sewage low speed rise after sewage feed pipe enters by-pass filtration chamber, by pusher impeller, and floating material rises to top
Behind portion, since the density ratio waste water density of floating material is low, so floating material floats at the top of the liquid level of by-pass filtration chamber, then certainly
It is dynamic to be rejected to outside through floating material scum pipe, it is discharged to heavy metal through drainpipe every the sewage for falling floating material and settling twice
It is further processed in the container of ion manipulation arrangement；The structure realizes being automatically separated and being discharged for floating material, reduces sewage
The labor intensity of processing and the expense of sewage disposal；On the one hand the effect of baffle is that the sewage that prevents from entering from sewage feed pipe is straight
Connect and enter secondary filtration chamber by through-hole, be on the other hand reduction of speed carried out to the fluid of by-pass filtration intracavitary, and fluid from
Far from the lower section for entering baffle at through-hole side, inclined angle alpha is traditionally arranged to be between 50 to 60 degree；By-pass filtration chamber
Intracavity bottom is provided with the first dredge pump；The intracavity bottom of secondary filtration chamber is provided with the second dredge pump；First dredge pump and
The timing driving of two dredge pumps is respectively discharged to the outside the sediment of by-pass filtration chamber and secondary filtration bottom of chamber portion.
The above description is only a preferred embodiment of the present invention, therefore all according to described in the utility model patent application range
The equivalent change or modification done of structure, feature and principle, be included in the scope of the utility model patent application.
Claims (3)
1. a kind of industrial waste water purifying system, it is characterised in that：It includes sedimentation basin（1）And partition board（3）；The partition board（3）
In sedimentation basin（1）Inner cavity be vertically arranged；The sedimentation basin（1）Pass through partition board（3）It is separated into by-pass filtration chamber（101）
With secondary filtration chamber（102）；The sedimentation basin（1）Lateral wall on be provided with sewage feed pipe（7）, floating material scum pipe（8）
And drainpipe（9）；The sewage feed pipe（7）With floating material scum pipe（8）It is turned in by-pass filtration chamber（101）Inner cavity；
The drainpipe（9）Turn on secondary filtration chamber（102）Inner cavity；The partition board（3）On be provided with through-hole（301）；It is described logical
Hole（301）Level height be less than sewage feed pipe（7）Level height；The drainpipe（9）Level height be higher than sewage
Feed pipe（7）Level height；The floating material scum pipe（8）With by-pass filtration chamber（101）The one end being connected be deslagging into
Expect end（801）；The deslagging feed end（801）Level height be higher than sewage feed pipe（7）Level height；The drainpipe
（9）With by-pass filtration chamber（101）The one end being connected is draining feed end（901）；The draining feed end（901）Intracavity bottom
Level height be less than deslagging feed end（801）The level height of intracavity bottom；The by-pass filtration chamber（101）Inner cavity setting
There is pusher impeller（6）；The push type impeller（6）It is fixed at sewage feed pipe（7）Discharging direction at.
2. a kind of industrial waste water purifying system according to claim 1, it is characterised in that：The by-pass filtration chamber（101）
Be internally provided with baffle（5）；The baffle（5）It is fixed on partition board（3）On；The baffle（5）It is arranged in through-hole（301）With dirt
Water feed pipe（7）Between；The baffle（5）With partition board（3）Between formed angle be inclined angle alpha；The push type impeller（6）
It is fixed on baffle（5）Top.
3. a kind of industrial waste water purifying system according to claim 1, it is characterised in that：The by-pass filtration chamber（101）
Intracavity bottom be provided with the first dredge pump（4）；The secondary filtration chamber（102）Intracavity bottom be provided with the second dredge pump
（2）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820307398.7U CN208018212U (en) | 2018-03-06 | 2018-03-06 | Industrial wastewater purification system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820307398.7U CN208018212U (en) | 2018-03-06 | 2018-03-06 | Industrial wastewater purification system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208018212U true CN208018212U (en) | 2018-10-30 |
Family
ID=63905769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820307398.7U Expired - Fee Related CN208018212U (en) | 2018-03-06 | 2018-03-06 | Industrial wastewater purification system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208018212U (en) |
-
2018
- 2018-03-06 CN CN201820307398.7U patent/CN208018212U/en not_active Expired - Fee Related
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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: 20181030 Termination date: 20210306 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |