CN208389457U - A kind of settler - Google Patents
A kind of settler Download PDFInfo
- Publication number
- CN208389457U CN208389457U CN201820767089.8U CN201820767089U CN208389457U CN 208389457 U CN208389457 U CN 208389457U CN 201820767089 U CN201820767089 U CN 201820767089U CN 208389457 U CN208389457 U CN 208389457U
- Authority
- CN
- China
- Prior art keywords
- room
- waste water
- chemical flocculation
- physical sedimentation
- flocculation precipitation
- 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 settler, solve the problems, such as that prior art deposition efficiency is low.The utility model includes settler main body, partition wall, chemical flocculation precipitation room, physical sedimentation room, flocculence waste water tunnel, waste water delivery pipe, check valve and the steel plate that shuts off, middle part is transversely provided with baffle wall in chemical flocculation precipitation room, flocculation waste water communication port is collectively formed in the lower end of baffle wall and the bottom of chemical flocculation precipitation room and two sidewalls, physical sedimentation is provided tiltedly with deposition sloped tube in room, the top opening of physical sedimentation room is located at the lower section of the top opening of chemical flocculation precipitation room, and the vertical distance between the top opening of physical sedimentation room and the top opening of chemical flocculation precipitation room is 1 meter, the top of physical sedimentation room offers discharge of wastewater mouth, discharge of wastewater mouth is respectively equipped with the first strainer and the second strainer at the water inlet end of the side and waste water tunnel that are located at physical sedimentation room.The utility model structure is simple, design is scientific and reasonable, and easy to use, settlement of sewage is high-efficient.
Description
Technical field
The utility model relates to a kind of settlers.
Background technique
Sedimentation basin is widely used in Industrial Waste Water Treatments field, and the prior art is usually that waste water is discharged into sedimentation basin to carry out
Precipitating, then separates with sewage and carries out corresponding purified treatment for the precipitating dirt for precipitating bottom of pond portion, but waste water is precipitating
Pond is usually to carry out natural sedimentation, and deposition efficiency is extremely low, greatly affected enterprise's sewage treating efficiency.
Utility model content
Technical problem to be solved by the utility model is: providing a kind of settler, it is low to solve prior art deposition efficiency
The problem of.
To achieve the above object, the technical solution adopted in the utility model is as follows:
A kind of settler, including settler main body are transversely provided with one of partition wall, institute in the settler main body
It states partition wall and the settler main body is separated into the chemical flocculation precipitation room and physical sedimentation room being distributed side by side, the partition
The flocculence waste water tunnel for being connected to the chemical flocculation precipitation room and the physical sedimentation room, the chemistry are laterally offered on wall
Flocculation sedimentation room top is connected with waste water delivery pipe, and the waste water delivery pipe is equipped with check valve, sets in the waste water tunnel
There is the steel plate that shuts off for controlling the waste water tunnel on-off, middle part is transversely provided with baffle wall in the chemical flocculation precipitation room,
Flocculation waste water communication port is collectively formed in the bottom and two sidewalls of the lower end of the baffle wall and the chemical flocculation precipitation room, described
Inclination is equipped at least two deposition sloped tubes side by side in physical sedimentation room, and the top opening of the physical sedimentation room is located at the chemical flocculation
The lower section of the top opening of mud chamber, and it is perpendicular between the top opening of the physical sedimentation room and the top opening of the chemical flocculation precipitation room
Straight distance is 1 meter, the middle part of physical sedimentation room lower end and is located above the deposition sloped tube and offers discharge of wastewater mouth, institute
It states discharge of wastewater mouth and is respectively equipped with the first filter at the water inlet end of the side and the waste water tunnel that are located at the physical sedimentation room
Net and the second strainer.
Further, baffle wall two sides are affixed with the two sides inner wall of the chemical flocculation precipitation room respectively, it is described every
Shelves coping is flushed with the top opening of the chemical flocculation precipitation room.
Further, one is offered on the intermediate two sidewalls of the waste water tunnel respectively to match with the steel plate that shuts off
Steel plate inserting groove, the two sides of the steel plate that shuts off are plugged in respectively in two steel plate inserting grooves, and the steel plate that shuts off is logical
It crosses in two steel plate inserting grooves and moves up and down to open or be truncated the waste water tunnel.
Further, physical sedimentation room bottom is connected with sewage pipe, and chemical flocculation precipitation room bottom is connected with
Row's flocculation property management, and the sewage pipe and row flocculation property management are connect with extraneous dirt transport process pipe, the blowdown
The first pump and the second pump are respectively equipped in pipe and row flocculation property management.
Further, row's flocculation property management is connected to chemical flocculation precipitation room bottom and is located at the baffle wall
Rear.
Compared with prior art, the utility model has the following beneficial effects:
(1) the utility model structure is simple, design is scientific and reasonable, and easy to use, settlement of sewage is high-efficient.
(2) the utility model sewage comes chemical flocculation precipitation room by waste water delivery pipe and carries out flocculation reaction, after reaction
Flocculence sewage physical sedimentation room is come by flocculence waste water tunnel, the waste water precipitated through physical sedimentation room is in discharge of wastewater
It is discharged to subsequent purification workshop section at mouthful, in the process, the indoor sewage of chemical flocculation precipitation is acted on by the baffle of baffle wall,
Baffle wall rear forms opposing stationary floccule precipitating environment and is precipitated, and flocky precipitate is under the action of the second pump by arranging
Flocculation property management is discharged into extraneous dirt transport process pipe, and upper layer waste water is discharged into physical sedimentation room via flocculence waste water tunnel, due to
Particulate matter in waste water is by chemical flocculation in chemical flocculation precipitation room, and therefore, the indoor flocculation waste water of physical sedimentation is precipitating
Under the action of inclined tube can rapid precipitation, the indoor precipitating dirt of physical sedimentation is discharged under the action of the first pump via sewage pipe
To extraneous dirt transport process pipe, in this way, heavy by chemical flocculation and two-stage by the waste water come out from waste water delivery pipe
It forms sediment, deposition efficiency can be effectively improved.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model.
Fig. 2 is the utility model top view.
Wherein, the corresponding title of appended drawing reference are as follows:
1- settler main body, 2- partition wall, 3- chemical flocculation precipitation room, 4- physical sedimentation room, 5- flocculence waste water are logical
Road, 6- waste water delivery pipe, 7- check valve, 8- shut off steel plate, 9- baffle wall, 10- flocculation waste water communication port, 11- deposition sloped tube,
12- discharge of wastewater mouth, the first strainer of 13-, the second strainer of 14-, 15- steel plate inserting groove, 16- sewage pipe, 17- row flocculation property management,
The pump of 18- first, 19- second are pumped.
Specific embodiment
The utility model is described in further detail with embodiment for explanation with reference to the accompanying drawing, and the mode of the utility model includes
But it is not limited only to following embodiment.
As illustrated in fig. 1 and 2, a kind of settler provided by the utility model, structure is simple, design is scientific and reasonable, uses
Convenient, settlement of sewage is high-efficient.The utility model includes settler main body 1, is transversely provided with one in the settler main body 1
The settler main body 1 is separated into the chemical flocculation precipitation room 3 being distributed side by side and physics by road partition wall 2, the partition wall 2
Mud chamber 4 laterally offers the flocculation for being connected to the chemical flocculation precipitation room 3 and the physical sedimentation room 4 on the partition wall 2
Shape waste water tunnel 5,3 top of chemical flocculation precipitation room is connected with waste water delivery pipe 6, and the waste water delivery pipe 6 is equipped with
Check valve 7, the interior steel plate 8 that shuts off being equipped with for controlling 5 on-off of waste water tunnel of the waste water tunnel 5, the chemical flocculation
Middle part is transversely provided with baffle wall 9, the bottom and two of the lower end of the baffle wall 9 and the chemical flocculation precipitation room 3 in mud chamber 3
Flocculation waste water communication port 10 is collectively formed in side wall, and the physical sedimentation room 4 is tilted to be equipped at least two deposition sloped tubes 11 side by side,
The top opening of the physical sedimentation room 4 is located at the lower section of the top opening of the chemical flocculation precipitation room 3, and the physical sedimentation room 4
Top opening and the chemical flocculation precipitation room 3 top opening between vertical distance be 1 meter, in 4 lower end of physical sedimentation room
Portion and it is located above the deposition sloped tube 11 and offers discharge of wastewater mouth 12, the discharge of wastewater mouth 12 is to be located at the physics heavy
The first strainer 13 and the second strainer 14 are respectively equipped at the water inlet end of the side of shallow lake room 4 and the waste water tunnel 5.
9 two sides of baffle wall described in the utility model are affixed with the two sides inner wall of the chemical flocculation precipitation room 3 respectively, described
The top of baffle wall 9 is flushed with the top opening of the chemical flocculation precipitation room 3, on the intermediate two sidewalls of the waste water tunnel 5 respectively
The steel plate inserting groove 15 to match with the steel plate 8 that shuts off is offered, the two sides for shutting off steel plate 8 are plugged in two respectively
In steel plate inserting groove 15 described in item, the steel plate 8 that shuts off is opened by moving up and down in two steel plate inserting grooves 15
Or the truncation waste water tunnel 5,4 bottom of physical sedimentation room is connected with sewage pipe 16,3 bottom of chemical flocculation precipitation room
The row of being connected with flocculates property management 17, and the sewage pipe 16 and the row flocculate property management 17 with extraneous dirt transport process Guan Lian
It connects, the first pump 18 and the second pump 19, row's flocculation property management is respectively equipped on the sewage pipe 16 and row flocculation property management 17
17 are connected to 3 bottom of chemical flocculation precipitation room and are located at the rear of the baffle wall 9.
The utility model sewage comes chemical flocculation precipitation room by waste water delivery pipe and carries out flocculation reaction, the wadding after reaction
Solidifying shape sewage comes physical sedimentation room by flocculence waste water tunnel, and the waste water precipitated through physical sedimentation room is at discharge of wastewater mouth
It is discharged to subsequent purification workshop section, in the process, the indoor sewage of chemical flocculation precipitation is acted on by the baffle of baffle wall, in baffle
Wall rear forms opposing stationary floccule precipitating environment and is precipitated, and flocky precipitate is flocculated under the action of the second pump by row
Property management is discharged into extraneous dirt transport process pipe, and upper layer waste water is discharged into physical sedimentation room via flocculence waste water tunnel, due to waste water
In particulate matter in chemical flocculation precipitation room by chemical flocculation, therefore, the indoor flocculation waste water of physical sedimentation is in deposition sloped tube
Under the action of can rapid precipitation, the indoor precipitating dirt of physical sedimentation is discharged into outer under the action of the first pump via sewage pipe
Boundary's dirt transport process pipe, in this way, precipitated by the waste water come out from waste water delivery pipe by chemical flocculation and two-stage, it can
Effectively improve deposition efficiency.
Above-described embodiment is only one of preferred embodiments of the present invention, should not be taken to limit the utility model
Protection scope, as long as the utility model body design thought and mentally make have no the change of essential meaning or profit
Color, it is solved the technical issues of it is still consistent with the utility model, the protection scope of the utility model should all be included in
Within.
Claims (5)
1. a kind of settler, it is characterised in that: including settler main body (1), laterally set in the settler main body (1)
Have one of partition wall (2), it is heavy that the settler main body (1) is separated into the chemical flocculation being distributed side by side by the partition wall (2)
Shallow lake room (3) and physical sedimentation room (4) laterally offer the connection chemical flocculation precipitation room (3) and institute on the partition wall (2)
The flocculence waste water tunnel (5) of physical sedimentation room (4) is stated, chemical flocculation precipitation room (3) top is connected with waste water delivery pipe
(6), and the waste water delivery pipe (6) is equipped with check valve (7), is equipped in the waste water tunnel (5) for controlling the waste water
The steel plate that shuts off (8) of channel (5) on-off, middle part is transversely provided with baffle wall (9) in the chemical flocculation precipitation room (3), it is described every
Flocculation waste water communication port (10) is collectively formed in the lower end of shelves wall (9) and the bottom of the chemical flocculation precipitation room (3) and two sidewalls,
The physical sedimentation room (4) is tilted to be equipped at least two deposition sloped tubes (11), the top opening position of the physical sedimentation room (4) side by side
In the lower section of the top opening of the chemical flocculation precipitation room (3), and the top opening of the physical sedimentation room (4) and the chemical flocculation
Vertical distance between the top opening of mud chamber (3) is 1 meter, the middle part of physical sedimentation room (4) lower end and is located at the precipitating
It is offered discharge of wastewater mouth (12) above inclined tube (11), the discharge of wastewater mouth (12) is being located at the physical sedimentation room (4)
The first strainer (13) and the second strainer (14) are respectively equipped at the water inlet end of side and the waste water tunnel (5).
2. a kind of settler according to claim 1, it is characterised in that: baffle wall (9) two sides respectively with it is described
The two sides inner wall of chemical flocculation precipitation room (3) is affixed, the top of the baffle wall (9) and the chemical flocculation precipitation room (3)
Top opening flushes.
3. a kind of settler according to claim 2, it is characterised in that: the intermediate two sidewalls of the waste water tunnel (5)
It is upper to offer the steel plate inserting groove (15) to match with the steel plate that shuts off (8), the two sides of the steel plate that shuts off (8) respectively
It is plugged in two steel plate inserting grooves (15) respectively, the steel plate that shuts off (8) passes through in two steel plate inserting grooves
(15) it moves up and down in open or be truncated the waste water tunnel (5).
4. a kind of settler according to claim 3, it is characterised in that: physical sedimentation room (4) bottom is connected with
Sewage pipe (16), chemical flocculation precipitation room (3) bottom are connected with row's flocculation property management (17), the sewage pipe (16) and described
Row's flocculation property management (17) is connect with extraneous dirt transport process pipe, and the sewage pipe (16) and the row are flocculated on property management (17)
It is respectively equipped with the first pump (18) and the second pump (19).
5. a kind of settler according to claim 4, it is characterised in that: row's flocculation property management (17) is connected to described
Chemical flocculation precipitation room (3) bottom and the rear for being located at the baffle wall (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820767089.8U CN208389457U (en) | 2018-05-22 | 2018-05-22 | A kind of settler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820767089.8U CN208389457U (en) | 2018-05-22 | 2018-05-22 | A kind of settler |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208389457U true CN208389457U (en) | 2019-01-18 |
Family
ID=65137252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820767089.8U Expired - Fee Related CN208389457U (en) | 2018-05-22 | 2018-05-22 | A kind of settler |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208389457U (en) |
-
2018
- 2018-05-22 CN CN201820767089.8U patent/CN208389457U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204034337U (en) | A kind of sedimentation basin | |
| CN204151142U (en) | A kind of sequence batch (biochemical sewage treatment device | |
| CN202223939U (en) | Seawater coagulation sedimentation device | |
| CN104291530A (en) | Sequencing batch biochemical sewage treatment device and sedimentation-drainage method thereof | |
| CN207871620U (en) | Combine sedimentation basin | |
| CN109275617A (en) | A kind of aquaculture water dirt separation and water circulation utilization system | |
| CN211111609U (en) | Multistage filtration edulcoration system of municipal administration sewage | |
| CN206607122U (en) | A kind of municipal sewage system | |
| CN208389457U (en) | A kind of settler | |
| CN209554852U (en) | Fluorine-contained wastewater treatment system | |
| CN210964061U (en) | Automatic sediment pond of row mud | |
| CN101462016B (en) | Return sludge flow type metafiltration pool for precipitating sludge | |
| CN214913640U (en) | Large-particle sewage sedimentation tank | |
| CN205347045U (en) | Steel construction sedimentation tank | |
| CN208394946U (en) | A kind of wastewater treatment equipment | |
| CN204841189U (en) | Rain water treatment facilities | |
| CN210393978U (en) | Horizontal type double-door water treatment device | |
| CN208135996U (en) | Combined type sedimentation basin | |
| CN209161647U (en) | A kind of wastewater collection system | |
| CN206980282U (en) | Feed ditch pollution treatment device and feed ditch pollution treatment system | |
| CN205556291U (en) | Modified mud trap system | |
| CN213192849U (en) | High-efficient water distribution clarification tank | |
| CN213680285U (en) | Wisdom city is with sanitary wastewater treatment device | |
| CN205035231U (en) | Golf course domestic water processing apparatus | |
| CN218961851U (en) | Primary sedimentation tank convenient to mud clearance |
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: 20190118 |