CN214075193U - Vertical baffle structure of quartz sand sedimentation tank - Google Patents
Vertical baffle structure of quartz sand sedimentation tank Download PDFInfo
- Publication number
- CN214075193U CN214075193U CN202022901741.0U CN202022901741U CN214075193U CN 214075193 U CN214075193 U CN 214075193U CN 202022901741 U CN202022901741 U CN 202022901741U CN 214075193 U CN214075193 U CN 214075193U
- Authority
- CN
- China
- Prior art keywords
- baffle
- sedimentation tank
- quartz sand
- water inlet
- top cover
- 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.)
- Active
Links
Images
Landscapes
- Sewage (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Separation Of Solids By Using Liquids Or Pneumatic Power (AREA)
Abstract
The utility model discloses a vertical baffle structure of a quartz sand sedimentation tank, which consists of a water inlet pipe, a water inlet tank, a water outlet pipe, a top cover plate, a baffle plate, a lifting rope and a lifting hook, and has simple structure; the number of the baffles is 8, the baffles are vertically fixed at the bottom of the top cover plate, the interval between every two adjacent baffles is 1 meter, the number of the sedimentation tanks can be reduced from four to one, and the use number of the field is greatly saved; the sedimentation tank is added to along inlet tube and intake chamber to waste water, and the in-process that passes through in the aperture on 8 baffles in proper order, the even decline of superfine quartz sand granule speed in the waste water to receive blockking of baffle and deposiing the sedimentation tank bottom, improved recovery efficiency, reduced the settling time, be applicable to quartz sand waste water treatment.
Description
Technical Field
The utility model relates to a baffle structure, especially a vertical baffle structure of sedimentation tank for quartz sand production.
Background
In the production and processing process of the quartz sand, the steps of crushing, sorting, scrubbing, washing, grading, dedusting, drying, storing, bagging and the like are required. In the water washing step, the waste water contains a large amount of very fine quartz sand. The particle size of the superfine quartz sand is 150-300 meshes. If the waste water is directly discharged, the environment can be polluted; if the quartz sand is recycled, the quartz sand is a finished product of the quartz sand with extremely fine grade. The extremely fine quartz sand particles are easily suspended in the slurry, so that in the actual recovery process, four or so settling tanks are required to be used for continuous settling. The size of each sedimentation tank is 20 meters long, 10 meters wide and 3 meters deep. The traditional recovery mode not only occupies more fields, but also causes low recovery efficiency, and is labor-consuming and time-consuming.
Disclosure of Invention
The utility model aims at providing a vertical baffle structure of quartz sand sedimentation tank, when reducing the use in place, improve recovery efficiency.
In order to achieve the aim, the vertical baffle structure of the quartz sand sedimentation tank provided by the utility model consists of a water inlet pipe, a water inlet tank, a water outlet pipe, a top cover plate, a baffle, a lifting rope and a lifting hook, wherein the water inlet pipe is fixed on the tank wall above the left side of the sedimentation tank; the drain pipe is fixed on the wall above the right side of the sedimentation tank; the water inlet tank is fixed on the inner wall of the left upper part of the sedimentation tank and is positioned below the water inlet pipe; the top cover plate is arranged above the sedimentation tank, and the size of the top cover plate is 21 meters long and 11 meters wide; the number of the baffle plates is 8, the baffle plates are vertically fixed at the bottom of the top cover plate, the interval between every two adjacent baffle plates is 1 meter, and each baffle plate is 20 meters long and 3 meters wide; a plurality of small holes are uniformly distributed on each baffle, and the interval between every two adjacent small holes is 1 cm; the lifting rope is arranged on the top cover plate, and the lifting hook is fixed on the lifting rope.
For further making the utility model discloses be suitable for the application, the diameter of aperture is 1 ~ 0.3 millimeter on the baffle, and the diameter of aperture from left to right degressive in proper order on the baffle, and wherein, the diameter of aperture is 1 millimeter on the baffle of leftmost side, and the diameter of aperture is 0.3 millimeter on the baffle of rightmost side.
When the utility model is used, the waste water washed out in the washing step is added into the sedimentation tank along the water inlet pipe and the water inlet groove, in the process of passing through the small holes on the 8 baffles in sequence, the speed of the extremely fine quartz sand particles in the waste water is uniformly reduced, the particles are blocked by the baffles and are precipitated at the bottom of the sedimentation tank, and the rest waste water is discharged through the water discharge pipe; the top cover plate is lifted by the lifting rope and the lifting hook, and the waste water in the sedimentation tank is pumped to be dry, so that the superfine quartz sand particles at the bottom of the sedimentation tank can be taken out.
The utility model provides a vertical baffle structure of quartz sand sedimentation tank has positive effect: the number of the baffles is 8, the baffles are vertically fixed at the bottom of the top cover plate, the interval between every two adjacent baffles is 1 meter, the number of the sedimentation tanks can be reduced from four to one, and the use number of the field is greatly saved; the sedimentation tank is added to along inlet tube and intake chamber to waste water, and the in-process that passes through in the aperture on 8 baffles in proper order, the even decline of superfine quartz sand granule speed in the waste water to receive blockking of baffle and deposiing the sedimentation tank bottom, improved recovery efficiency, reduced the settling time, be applicable to quartz sand waste water treatment.
Drawings
The present invention will be further explained with reference to the accompanying drawings, please refer to the attached drawings:
fig. 1 shows a schematic structural diagram of the present invention.
Figure 2 shows the distribution of the holes in the baffle.
The structure shown in figures 1 and 2 includes: lifting hook 1, lifting rope 2, drain pipe 3, lamina tecti 4, intake chamber 5, inlet tube 6, baffle 7, sedimentation tank 8, fine quartz sand granule 9, aperture 10.
Detailed Description
The vertical baffle structure of the quartz sand sedimentation tank provided by the utility model consists of a water inlet pipe 6, a water inlet tank 5, a water outlet pipe 3, a top cover plate 4, a baffle 7, a lifting rope 2 and a lifting hook 1, wherein the water inlet pipe 6 is fixed on the tank wall above the left side of the sedimentation tank 8; the drain pipe 3 is fixed on the wall of the sedimentation tank 8 above the right side; the water inlet tank 5 is fixed on the inner wall of the left upper part of the sedimentation tank 8, and the water inlet tank 5 is positioned below the water inlet pipe 6; the top cover plate 4 is arranged above the sedimentation tank 8, and the size of the top cover plate 4 is 21 meters long and 11 meters wide; 8 baffles 7 are vertically fixed at the bottom of the top cover plate 4, the interval between every two adjacent baffles 7 is 1 meter, and the size of each baffle 7 is 20 meters long and 3 meters wide; a plurality of small holes 10 are uniformly distributed on each baffle 7, and the interval between every two adjacent small holes 10 is 1 cm; the lifting rope 2 is arranged on the top cover plate 4, and the lifting hook 1 is fixed on the lifting rope 2.
For further making the utility model discloses be suitable for the application, the diameter of aperture 10 is 1 ~ 0.3 millimeter on the baffle 7, and the diameter of aperture 10 from left to right steadilys decrease in proper order on the baffle 7, and wherein, the diameter of aperture 10 is 1 millimeter on the baffle 7 of leftmost side, and the diameter of aperture 10 is 0.3 millimeter on the baffle 7 of rightmost side.
When the utility model is used, the waste water washed out in the water washing step is added into the sedimentation tank 8 along the water inlet pipe 6 and the water inlet tank 5, in the process of passing through the small holes 10 on the 8 baffles 7 in sequence, the speed of the superfine quartz sand particles 9 in the waste water is uniformly reduced, the particles are blocked by the baffles 7 and are precipitated at the bottom of the sedimentation tank 8, and the rest waste water is discharged through the water discharge pipe 3; hang the lamina tecti 4 through lifting rope 2 and lifting hook 1 and open, take out the waste water in the sedimentation tank 8, can take out the superfine quartz sand granule 9 of sedimentation tank 8 bottom.
The scope of protection of the present invention relates to all the variants described above.
Claims (2)
1. The utility model provides a vertical baffle structure of quartz sand sedimentation tank which characterized in that: the device comprises a water inlet pipe (6), a water inlet tank (5), a water outlet pipe (3), a top cover plate (4), a baffle plate (7), a lifting rope (2) and a lifting hook (1), wherein the water inlet pipe (6) is fixed on the wall above the left side of a sedimentation tank (8); the drain pipe (3) is fixed on the wall of the sedimentation tank (8) above the right side; the water inlet tank (5) is fixed on the inner wall of the upper left side of the sedimentation tank (8), and the water inlet tank (5) is positioned below the water inlet pipe (6); the top cover plate (4) is arranged above the sedimentation tank (8), and the size of the top cover plate (4) is 21 meters long and 11 meters wide; 8 baffle plates (7) are vertically fixed at the bottom of the top cover plate (4), the interval between every two adjacent baffle plates (7) is 1 meter, and each baffle plate (7) is 20 meters long and 3 meters wide; a plurality of small holes (10) are uniformly distributed on each baffle (7), and the interval between every two adjacent small holes (10) is 1 cm; the lifting rope (2) is arranged on the top cover plate (4), and the lifting hook (1) is fixed on the lifting rope (2).
2. The vertical baffle structure of the quartz sand sedimentation tank according to claim 1, wherein: the diameter of the small hole (10) on the baffle (7) is 1-0.3 mm, the diameter of the small hole (10) on the baffle (7) decreases progressively from left to right, wherein the diameter of the small hole (10) on the left-most baffle (7) is 1 mm, and the diameter of the small hole (10) on the right-most baffle (7) is 0.3 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022901741.0U CN214075193U (en) | 2020-11-30 | 2020-11-30 | Vertical baffle structure of quartz sand sedimentation tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022901741.0U CN214075193U (en) | 2020-11-30 | 2020-11-30 | Vertical baffle structure of quartz sand sedimentation tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214075193U true CN214075193U (en) | 2021-08-31 |
Family
ID=77455645
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022901741.0U Active CN214075193U (en) | 2020-11-30 | 2020-11-30 | Vertical baffle structure of quartz sand sedimentation tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214075193U (en) |
-
2020
- 2020-11-30 CN CN202022901741.0U patent/CN214075193U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204193658U (en) | A kind of polysilicon cutting liquid sedimentation device | |
| CN214075193U (en) | Vertical baffle structure of quartz sand sedimentation tank | |
| CN203060961U (en) | Combined continuous filtering device of flowing sand | |
| CN203620394U (en) | Separating device for rear-earth particles in waste liquor | |
| CN214130410U (en) | Inclined baffle structure of quartz sand sedimentation tank | |
| CN108744614A (en) | A kind of vertical sedimentation basin of industrial organic waste water | |
| CN205035232U (en) | Water filtration desander | |
| CN203741185U (en) | Sewage treatment device for environmental protection | |
| CN206535304U (en) | Skid-mounted type natural gas high pressure desander | |
| CN206570149U (en) | A kind of industrial waste water disposal device being easily installed | |
| CN215434523U (en) | Multistage purification equipment for plastic particles | |
| CN216367017U (en) | Novel integrated water purifying equipment | |
| CN216073350U (en) | Continuous quicksand filtering device | |
| CN203829806U (en) | Gas filter | |
| CN210457525U (en) | Waste liquid classified collection and pretreatment device | |
| CN209714502U (en) | A kind of wastewater filtering device for waste plastics recycling | |
| CN214075192U (en) | Vibrating type quartz sand sedimentation tank inclined filter screen structure | |
| CN206372567U (en) | A kind of glass powder reclaiming device of glass production device | |
| CN205217147U (en) | Little dry heat -extraction system of fine grain grade tailing | |
| CN221084799U (en) | Continuous operation's phosphorite thick liquid filter equipment | |
| CN213466884U (en) | Malt wastewater filter equipment | |
| CN206295638U (en) | A kind of inclined-plate clarifying basin and its mud discharging mechanism | |
| CN213112623U (en) | Novel resin separation tower | |
| CN105056623B (en) | A kind of high-efficiency sewage treating column | |
| CN220530950U (en) | Double-layer current stabilizer |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |