CN209307112U - Coagulant sedimentation wastewater treatment equipment - Google Patents
Coagulant sedimentation wastewater treatment equipment Download PDFInfo
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- CN209307112U CN209307112U CN201822143519.1U CN201822143519U CN209307112U CN 209307112 U CN209307112 U CN 209307112U CN 201822143519 U CN201822143519 U CN 201822143519U CN 209307112 U CN209307112 U CN 209307112U
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- rolling bearing
- bearing component
- sealing plate
- agitating paddle
- hollow rolling
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Abstract
A kind of coagulant sedimentation wastewater treatment equipment is related to carrying out the field of wastewater treatment using coagulant sedimentation technique.The device passes through the agitating paddle agitation placed in PAC hybrid reaction area and PAM hybrid reaction area and is located at the water conservancy diversion region cooperation generation rule vortex for being thoroughly mixed formula PAC reactor, being thoroughly mixed formula PAM reactor wall edge, it can more realize being sufficiently mixed for medicament, water flow is in up time rotation status without waterpower sinuous flow in container, mixed effect is more preferable, and since the vortex of generation is more uniform, there is no waterpower sinuous flow, medicament is more fully mixed, reduce pharmaceutical use, realizes and be thoroughly mixed and high load capacity processing.The device shortens the reaction time, reduces pharmaceutical use, has the advantages that process is simple and convenient to operate, is practical.
Description
Technical field
The utility model relates to carry out the field of wastewater treatment using coagulant sedimentation technique, in particular to a kind of coagulation is heavy
Shallow lake method wastewater treatment equipment.
Background technique
The device overwhelming majority of coagulant sedimentation processing at present, which exists, to be taken up a large area, and coagulation efficiency is low, poor processing effect,
The defects of processing cost is high has an impact subsequent processing process, is difficult to realize stable run at standard.
Summary of the invention
In view of the deficienciess of the prior art, the purpose of the utility model is to provide a kind of coagulant sedimentation wastewater treatment dresses
It sets.
The technical scheme adopted by the utility model is a kind of coagulant sedimentation wastewater treatment equipment, including be thoroughly mixed
Formula PAC reactor is thoroughly mixed formula PAM reactor and separator for mud and water, and three passes sequentially through piping connection, technical points
It is that described is thoroughly mixed formula PAC reactor, and top opening, lower end is rounding mesa-shaped refluence portion, is set in top opening position
There is the first top sealing plate, the first top sealing plate lower end is connect with the first hollow rolling bearing component, the first wastewater inlet pipe and PAC dosing
Pipe is connected to the admission chamber to be formed and be passed through for waste water and PAC medical fluid with hollow rolling bearing component across the first top sealing plate, in first
Idle running moving axis bearing assembly lower end connects the first agitating paddle and drives the rotation of the first agitating paddle；
Described is thoroughly mixed formula PAM reactor, and top opening, lower end is rounding mesa-shaped refluence portion, in top opening
Position is equipped with the second top sealing plate, and the second top sealing plate lower end connect with the second hollow rolling bearing component, the second wastewater inlet pipe with
PAM chemical feed pipe passes through the second top sealing plate and is connected to the admission chamber to be formed and be passed through for waste water and PAM medical fluid with hollow rolling bearing component,
Second hollow rolling bearing component lower end connects the second agitating paddle and drives the rotation of the second agitating paddle；
The separator for mud and water is equipped with partition, its inner space is divided into sewage and flows into area and drainage area by partition, wherein
The top of drainage area is supernatant liquid zone, and lower part is sludge discharging area, and sludge discharging area is trapezoidal and is equipped with valve, and the water outlet of supernatant liquid zone is logical
It crosses pipeline to connect with water discharge pond, sludge discharging area is connect by pipeline with sludge concentration tank.
Preferably, the hollow bearing component is equipped with agitating paddle, and the bearing and agitating paddle of empty bearing assembly are in 35 ° of degree
Angle setting.
Preferably, the first top sealing plate top center is connect with the first hollow rolling bearing component, in the second top sealing plate top
The heart is connect with the second hollow rolling bearing component.
The beneficial effects of the utility model are: the coagulant sedimentation wastewater treatment equipment, by PAC hybrid reaction area and
The agitating paddle that PAM hybrid reaction area is placed stirs and is located at and is thoroughly mixed formula PAC reactor, is thoroughly mixed in formula PAM reactor
The water conservancy diversion region cooperation generation rule vortex at wall edge, can more realize being sufficiently mixed for medicament, water flow is rotated in up time in container
For state without waterpower sinuous flow, mixed effect is more preferable, and since the vortex of generation is more uniform, does not have waterpower sinuous flow, and medicament mixes more
Sufficiently, reduce pharmaceutical use, realize and be thoroughly mixed and high load capacity processing.The device shortens the reaction time, reduces
Pharmaceutical use has the advantages that process is simple and convenient to operate, is practical.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only the utility model
Some embodiments for those of ordinary skill in the art without creative efforts, can also be according to these
Attached drawing obtains other attached drawings.
Fig. 1 is the structural schematic diagram of coagulant sedimentation wastewater treatment equipment in the utility model embodiment；
Fig. 2 is the structural schematic diagram that PAC reactor is thoroughly mixed in the utility model embodiment；
Fig. 3 is the structural schematic diagram that formula PAM reactor is thoroughly mixed in the utility model embodiment；
Fig. 4 is the structural schematic diagram of separator for mud and water in the utility model embodiment；
Number explanation is as follows in figure: 1 is thoroughly mixed PAC reactor, 11 top sealing plates, 12 hollow rolling bearing components, 13 stirs
It mixes paddle, 14 flow guiding inclined plates, 15 refluence portions, 16 wastewater inlet pipes and PAC chemical feed pipe, 2 be thoroughly mixed formula PAM reactor, 21 closedtops
Plate, 22 hollow rolling bearing components, 23 agitating paddles, 24 flow guiding inclined plates, 25 refluence portions, 26 wastewater inlet pipes and PAC chemical feed pipe, 3
Separator for mud and water, 31 drainage areas, 32 partitions, 33 sludge discharging areas, 34 valves, 35 overflow weirs, 4 water discharge pond, 5 sludge concentration tanks, 6 rows
Dredge pump.
Specific embodiment
Keep the above objects, features, and advantages of the utility model more obvious and easy to understand, with reference to the accompanying drawing 1~Fig. 4
The utility model is described in further detail with specific embodiment.
The coagulant sedimentation wastewater treatment equipment that the present embodiment uses, including be thoroughly mixed formula PAC reactor 1, mix completely
Box-like PAM reactor 2 and separator for mud and water 3.What is used in the present embodiment is thoroughly mixed formula PAC reactor 1, top opening,
Lower end is rounding mesa-shaped refluence portion 15, and in rounding mesa-shaped refluence portion, 15 inner surface is equipped with flow guiding inclined plate 14, in top opening position
Equipped with top sealing plate 11,11 lower end center of top sealing plate is connect with hollow rolling bearing component 12, and hollow rolling bearing component 12 includes
Bearing and diversion pipe across brearing bore, motor are connect with speed reducer, and speed reducer base is fixed with 11 top center of top sealing plate
Connection, wastewater inlet pipe and PAC chemical feed pipe 16 pass through top sealing plate 11 and are connected to the diversion pipe in hollow rolling bearing component 12, in
The bearing of idle running moving axis bearing assembly 12 is connect with speed reducer, and agitating paddle 13 rotates under motor drive and drives 13 turns of agitating paddle
It is dynamic.The agitating paddle 13 of the present embodiment is that multipage opens vane wheel oar, belongs to axial flow type blender, there is preferable inner loop ability, and
There are certain DIFFUSION IN TURBULENCE ability, bearing and agitating paddle 13 to be arranged in 35 ° of degree angles.
It is thoroughly mixed formula PAM reactor in the present embodiment, top opening, lower end is rounding mesa-shaped refluence portion 25,
25 inner surface of rounding mesa-shaped refluence portion is equipped with flow guiding inclined plate 24, is equipped with top sealing plate 21,21 lower end of top sealing plate in top opening position
Center is connect with hollow rolling bearing component 22, and wastewater inlet pipe and PAC chemical feed pipe 26 pass through top sealing plate 21 and hollow rotation axis
Bearing assembly 22 connects, and hollow 22 lower end of rolling bearing component connects agitating paddle 23 and agitating paddle 23 is driven to rotate.Hollow rotation axis
The bearing and agitating paddle 23 of bearing assembly 22 are arranged in 35 ° of degree angles.
Separator for mud and water in the present embodiment is internally provided with partition 32, and partition 32 will be divided into waste liquid inside separator for mud and water
Area and drainage area are flowed into, wherein the top of drainage area is supernatant liquid zone, lower part is sludge discharging area 33, and sludge discharging area 33 is trapezoidal and is equipped with
3 valves 34, the water outlet of drainage area 31 discharge pond 4 with water by pipeline and connect, and sludge discharging area 33 passes through pipeline and sludge pump 6
The output end of input terminal connection, sludge pump 6 is connect by pipeline with sludge concentration tank 5.
The treatment process of coagulant sedimentation wastewater treatment equipment in the present embodiment to waste water are as follows:
Waste water and PAC medical fluid are flowed directly by the first hollow rolling bearing component to be thoroughly mixed in formula PAC reactor, is led to
It crosses in the agitation and refluence portion of agitating paddle under the thrust of flow guiding inclined plate, top area is guided to using waterpower, in top region
By the overflow of waste water mixed liquor to being thoroughly mixed in formula PAM reactor under the guide functions of domain.
Mixed liquor and PAM medical fluid after being thoroughly mixed formula PAC reactor for treatment are passing through the second hollow rolling bearing group
Part, which flows directly into, to be thoroughly mixed in formula PAM reactor, then is made by the thrust of flow guiding inclined plate in the agitation of agitating paddle and refluence portion
Under, it is guided to top area using waterpower, waste water mixed liquor overflow to muddy water divides under the thrust of top area side wall
From mud-water separation is carried out in device, mixed waste water medicament mixed liquor directly flows into separator for mud and water bottom by guide shell and carries out
Mud-water separation, sludge directly squeeze into sludge concentration tank using bottom sludge pump after bottom precipitation, through three valve passages
Interior to be processed, supernatant is drained into water discharge pond outside overflow weir 35.
Above description is only a specific implementation of the present invention, but the protection scope of the utility model is not limited to
In this, anyone skilled in the art within the technical scope disclosed by the utility model, can readily occur in variation
Or replacement, it should be covered within the scope of the utility model.Therefore, the protection scope of the utility model should be with the power
Subject to the protection scope that benefit requires.
Claims (3)
1. a kind of coagulant sedimentation wastewater treatment equipment, including be thoroughly mixed formula PAC reactor, be thoroughly mixed formula PAM reactor
And separator for mud and water, three are sequentially connected, which is characterized in that described to be thoroughly mixed formula PAC reactor, top opening, under
End is rounding mesa-shaped refluence portion, is equipped with the first top sealing plate, the first top sealing plate lower end and the first hollow rotation in top opening position
Bearing assembly connection, the first wastewater inlet pipe and PAC chemical feed pipe pass through the first top sealing plate and are connected to shape with hollow rolling bearing component
At the admission chamber passed through for waste water and PAC medical fluid, the first hollow rolling bearing component lower end connects the first agitating paddle and drives the
The rotation of one agitating paddle；
Described is thoroughly mixed formula PAM reactor, and top opening, lower end is rounding mesa-shaped refluence portion, in top opening position
Equipped with the second top sealing plate, the second top sealing plate lower end is connect with the second hollow rolling bearing component, and the second wastewater inlet pipe and PAM add
Pencil passes through the second top sealing plate and is connected to the admission chamber to be formed and be passed through for waste water and PAM medical fluid with hollow rolling bearing component, and second
Hollow rolling bearing component lower end connects the second agitating paddle and drives the rotation of the second agitating paddle；
The separator for mud and water is equipped with partition, its inner space is divided into sewage and flows into area and drainage area by partition, wherein draining
The top in area is supernatant liquid zone, and lower part is sludge discharging area, and sludge discharging area is trapezoidal and is equipped with valve, and the water outlet of supernatant liquid zone passes through pipe
Lu Yushui discharges pond connection, and sludge discharging area is connect by pipeline with sludge concentration tank.
2. coagulant sedimentation wastewater treatment equipment as described in claim 1, which is characterized in that the first hollow rolling bearing component
Be equipped with agitating paddle on the second hollow rolling bearing component, the bearing and agitating paddle of the first hollow rolling bearing component are in 35 °
Angle setting is spent, the bearing and agitating paddle of the second hollow rolling bearing component are arranged in 35 ° of degree angles.
3. coagulant sedimentation wastewater treatment equipment as described in claim 1, which is characterized in that the first top sealing plate top center with
First hollow rolling bearing component connection, the second top sealing plate top center are connect with the second hollow rolling bearing component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822143519.1U CN209307112U (en) | 2018-12-20 | 2018-12-20 | Coagulant sedimentation wastewater treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822143519.1U CN209307112U (en) | 2018-12-20 | 2018-12-20 | Coagulant sedimentation wastewater treatment equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209307112U true CN209307112U (en) | 2019-08-27 |
Family
ID=67677722
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822143519.1U Active CN209307112U (en) | 2018-12-20 | 2018-12-20 | Coagulant sedimentation wastewater treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209307112U (en) |
-
2018
- 2018-12-20 CN CN201822143519.1U patent/CN209307112U/en active Active
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