CN210974348U - Multistage degritting filter residue pond - Google Patents

Multistage degritting filter residue pond Download PDF

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Publication number
CN210974348U
CN210974348U CN201921820026.5U CN201921820026U CN210974348U CN 210974348 U CN210974348 U CN 210974348U CN 201921820026 U CN201921820026 U CN 201921820026U CN 210974348 U CN210974348 U CN 210974348U
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sedimentation tank
sewage
filter residue
tank
sand
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刘刚
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Abstract

The utility model discloses a multistage sand and slag removal tank, which comprises a sewage collecting tank, a silt sedimentation tank, a slag filtering channel, a vibrating screen slag discharging device and a sewage back flushing diluting device; the silt sedimentation tank comprises a first sedimentation tank and a second sedimentation tank, wherein a first sand-stone lifting device is arranged on one side wall of the first sedimentation tank, the first sedimentation tank is provided with a non-blocking double-blade submersible sewage pump, a first top stirring device is arranged in the middle of the upper end of the first sedimentation tank, the first sedimentation tank wall is provided with a first sewage discharge port, the second sedimentation tank wall is provided with a second sand-stone lifting device, the second sedimentation tank wall is provided with a sewage inflow port, the second sedimentation tank is provided with a second top stirring device, the second sedimentation tank wall is provided with a second sewage discharge port, and the second sedimentation tank wall is provided with a sewage inlet; the filter residue passageway is equipped with the grizzly, be equipped with scraper blade machine groove in the middle of filter residue passageway one side pool wall, the scraper blade machine inslot is equipped with Z type scraper blade slagging-off machine.

Description

Multistage degritting filter residue pond
Technical Field
The utility model relates to a desanding filter slag pool, in particular to a multistage desanding filter slag pool.
Background
Along with the progress of society, animal husbandry has also obtained very big development, there are a large amount of livestock farms in many places now, in the in-process of animal husbandry production, the animal can produce a large amount of excrement, people can concentrate on the dirty pond of collection with the excrement, and collect and discharge the excrement through the dirty pond of collection, but the dirty pond of collection is not thorough when discharging the excrement, a large amount of excrement can be accumulated in the dirty pond bottom of collection, lead to the excrement easily to block up the blow off pipe of the dirty pond lower extreme of collection, to this kind of problem, a multistage degritting filter residue pond has been designed.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to overcome the defect of above-mentioned technique, provide a multistage desanding filter residue pond.
In order to solve the technical problem, the utility model provides a technical scheme is a multistage desanding filter slag pond: comprises a sewage collecting tank, a sediment sedimentation tank, a filter residue channel, a vibrating screen slag discharging device and a sewage back flushing diluting device; the silt sedimentation tank comprises a first sedimentation tank and a second sedimentation tank, a first sand-stone lifting device is arranged on one side wall of the first sedimentation tank, the first sedimentation tank is provided with a non-blocking double-blade submersible sewage pump, a first top stirring device is arranged in the middle of the upper end of the first sedimentation tank, a first sewage discharge port is formed in the tank wall, connected with the filter residue channel, of the first sedimentation tank, and the first sewage discharge port extends from the first sedimentation tank to the filter residue channel;
a second sand and stone lifting device is arranged on one side wall of the second sedimentation tank, a sewage inlet is formed in the wall of the second sedimentation tank, a second top stirring device is arranged in the middle of the upper end of the second sedimentation tank, a second sewage outlet is formed in the wall of the second sedimentation tank connected with the filter residue channel, the second sewage outlet extends from the second sedimentation tank to the filter residue channel, and a sewage inlet is formed in the wall of the second sedimentation tank opposite to the second sewage outlet;
the filter residue channel is provided with a grid, a scraper groove is arranged in the middle of one side pool wall of the filter residue channel, and a Z-shaped scraper slag remover is arranged in the scraper groove;
the dirty pond of collection is connected with first sedimentation tank, the filter residue passageway is connected with first sedimentation tank, dirty pond of collection and filter residue passageway setting are in first sedimentation tank both sides, the filter residue passageway is connected with the second sedimentation tank, shale shaker slag discharging device sets up the dirty mouthful upper end of advancing at the second sedimentation tank, sewage backflushing diluting device absorbs water the end setting in dirty pond of collection, sewage backflushing diluting device goes out the water end setting in the shale shaker slag discharging device.
As an improvement, the sewage outlet of the vibrating screen slag discharging device is arranged at the upper end of the sewage inlet.
As an improvement, the first grit hoisting device includes a first shaftless spiral grit hoisting machine groove and a first shaftless spiral grit hoisting machine, the first shaftless spiral grit hoisting machine groove cooperates with the first shaftless spiral grit hoisting machine.
As an improvement, a first funnel-shaped groove is formed in the bottom of the first sedimentation tank, and two ends of the first funnel-shaped groove extend to the tank wall.
As an improvement, the second grit hoisting device comprises a second shaftless spiral grit hoisting machine groove and a second shaftless spiral grit hoisting machine, and the second shaftless spiral grit hoisting machine groove is matched with the second shaftless spiral grit hoisting machine.
As an improvement, a second funnel-shaped groove is arranged at the bottom of the second sedimentation tank, and two ends of the second funnel-shaped groove extend to the tank wall.
As an improvement, the grid grids are correspondingly arranged, the grid grids are matched with the filter residue channel, a cover plate is arranged at the upper end of each grid, and the cover plate is hinged with the wall of the filter residue channel.
As an improvement, a pipeline is arranged at the upper end of the non-blocking double-edge submersible sewage pump, and one end of the pipeline extends into the sewage collecting tank from the upper end of the first sedimentation tank.
As the improvement, the included angle between the first shaftless spiral sandstone lifting machine groove and the first sedimentation tank is 45 degrees.
As an improvement, the included angle between the second shaftless spiral sandstone lifting machine groove and the second sedimentation tank is 45 degrees.
Compared with the prior art, the utility model the advantage lie in: the investment cost is relatively less, the degree of automation is high, the operation is simple, the maintenance is convenient, the practicability is strong, and the popularization is strong.
Drawings
Fig. 1 is a schematic view of a first structure of the multistage desanding and filtering slag basin of the utility model.
Fig. 2 is a second schematic structural diagram of the multistage sand-removing slag-filtering tank of the utility model.
Fig. 3 is a top view of the multi-stage sand-removing slag-filtering tank of the utility model.
Fig. 4 is a cross-sectional view at a-a in fig. 3.
Fig. 5 is a front view of the multi-stage sand-removing slag-filtering tank of the utility model.
Fig. 6 is a sectional view at B in fig. 5.
Fig. 7 is a sectional view at C in fig. 5.
As shown in the figure: 1. the sewage collecting tank comprises a sewage collecting tank, 2, a filter residue channel, 3, a vibrating screen slag discharging device, 4, a sewage back flushing diluting device, 5, a first sedimentation tank, 6, a second sedimentation tank, 7, a first sand-stone lifting device, 8, a non-blocking double-blade submersible sewage pump, 9, a first top stirring device, 10, a first sewage discharge port, 11, a second sand-stone lifting device, 12, a sewage inflow port, 13, a second top stirring device, 14, a second sewage discharge port, 15, a sewage inlet, 16, a grid, 17, a scraper trough, 18, a Z-shaped scraper slag remover, 19, a sewage outlet, 20, a first shaftless spiral sand-stone lifter trough, 21, a first shaftless spiral sand lifter, 22, a first funnel-shaped trough, 23, a second shaftless spiral sand lifter trough, 24, a second shaftless spiral sand lifter, 25, a second funnel-shaped trough, 26, a cover plate, 27 and a pipeline.
Detailed Description
The following will explain the multi-stage sand-removing slag-filtering tank of the present invention in detail with reference to the attached drawings.
With reference to the attached drawings 1-7, the multistage sand removal filter residue tank is characterized in that: comprises a sewage collecting tank 1, a sediment sedimentation tank, a filter residue channel 2, a vibrating screen slag discharging device 3 and a sewage back flushing diluting device 4; the silt sedimentation tank comprises a first sedimentation tank 5 and a second sedimentation tank 6, a first sand-stone lifting device 7 is arranged on one side wall of the first sedimentation tank 5, the first sedimentation tank 5 is provided with a non-blocking double-blade submersible sewage pump 8, a first top stirring device 9 is arranged in the middle of the upper end of the first sedimentation tank 5, a first sewage discharge port 10 is arranged on the tank wall, connected with the filter residue channel 2, of the first sedimentation tank 5, and the first sewage discharge port 10 extends from the first sedimentation tank 5 to the filter residue channel 2;
a second sand lifting device 11 is arranged on one side wall of the second sedimentation tank 6, a sewage inlet 12 is arranged on the wall of the second sedimentation tank 6, a second top stirring device 13 is arranged in the middle of the upper end of the second sedimentation tank 6, a second sewage discharge outlet 14 is arranged on the wall of the second sedimentation tank 6 connected with the filter residue channel 2, the second sewage discharge outlet 14 extends from the second sedimentation tank 6 to the filter residue channel 2, and a sewage inlet 15 is arranged on the tank wall of the second sedimentation tank 5 opposite to the second sewage discharge outlet 14;
the filter residue channel 2 is provided with a grid 16, the middle of one side pool wall of the filter residue channel 2 is provided with a scraper groove 17, and a Z-shaped scraper slag remover 18 is arranged in the scraper groove 17;
dirty pond 1 and the connection of first sedimentation tank 5 of collection, filter residue passageway 2 and the connection of first sedimentation tank 5, the dirty pond 1 of collection and filter residue passageway 2 set up in 5 both sides of first sedimentation tank, filter residue passageway 2 and second sedimentation tank 6 are connected, shale shaker slag discharging device 3 sets up in the dirty mouthful 15 upper ends of advancing of second sedimentation tank 6, dirty water backflushing diluting device 4 end that absorbs water sets up in dirty pond 1 of collection, dirty water backflushing diluting device 4 goes out the water end and sets up in shale shaker slag discharging device 3.
And a sewage outlet 19 of the vibrating screen slag discharging device 3 is arranged at the upper end of the sewage inlet 15.
First grit hoisting device 7 includes first shaftless spiral grit hoisting machine groove 20 and first shaftless spiral grit hoisting machine 21, first shaftless spiral grit hoisting machine groove 20 and the cooperation of first shaftless spiral grit hoisting machine 21.
The bottom of the first sedimentation tank 5 is provided with a first funnel-shaped groove 22, and two ends of the first funnel-shaped groove 22 extend to the tank wall.
The second sand elevator 11 comprises a second shaftless spiral sand elevator trough 23 and a second shaftless spiral sand elevator 24, and the second shaftless spiral sand elevator trough 23 is matched with the second shaftless spiral sand elevator 24.
The bottom of the second sedimentation tank 6 is provided with a second funnel-shaped groove 25, and two ends of the second funnel-shaped groove 25 extend to the tank wall.
The number of the gridding grids 16 is 3, the gridding grids 16 are matched with the filter residue channel 2, a cover plate 26 is arranged at the upper end of the gridding grids 16, and the cover plate 26 is hinged with the wall of the filter residue channel 2.
The upper end of the non-blocking double-blade submersible sewage pump 8 is provided with a pipeline 27, and one end of the pipeline 27 extends into the sewage collecting tank 1 from the upper end of the first sedimentation tank 5.
The included angle between the first shaftless spiral sandstone lifting machine groove 20 and the first sedimentation tank 5 is 45 degrees.
The included angle between the second shaftless spiral sandstone lifting machine groove 23 and the second sedimentation tank 6 is 45 degrees.
The utility model discloses when the concrete implementation, slowly add the shale shaker slag discharging device 3 with solid or half-dry form excrement, extract the sewage with sewage backwash diluting device 4 from album dirty pond 1 and arrange in shale shaker slag discharging device 3, dilute solid or half-dry form excrement, light impurity has the upper screen to clear away at this moment, all the other materials are discharged from the play dirty 19 of shale shaker slag discharging device 3 lower extreme, get into second sedimentation tank 6 from advancing dirty mouthful 15, then materials such as sewage get into residue passageway 2 from second drain 14, get into first sedimentation tank 5 from grid 16 and first drain 10 afterwards, after first sedimentation tank 5, second sedimentation tank 6 and residue passageway 2 are filled up, stay more than two hours; then, a first shaftless spiral sandstone lifting machine 21 and a second shaftless spiral sandstone lifting machine 24 in a first sedimentation tank 5 and a second sedimentation tank 6 are started to remove sediment deposited at the bottom of the tanks, then, a non-blocking double-blade submersible sewage pump 8 in the first sedimentation tank 5 is opened to extract excrement sewage into the sewage collection tank 1, meanwhile, a Z-shaped scraper slag remover 18 in a filter residue channel 2 can be started according to the situation to remove impurities at the front end of a grid 16, a first top stirring device 9 and a second top stirring device 13 are started to stir viscous materials at the bottom of the tanks according to bottom sewage inflow and the sewage concentration in the tanks, the materials after being homogenized enter the sewage collection tank 1, and the devices are closed after the materials are used.
The present invention and the embodiments thereof have been described above, but the description is not limited thereto, and the embodiment shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should understand that they should not be limited to the embodiments described above, and that they can design the similar structure and embodiments without departing from the spirit of the invention.

Claims (10)

1. The utility model provides a multistage sand removal filter residue pond which characterized in that: comprises a sewage collecting tank (1), a sediment sedimentation tank, a filter residue channel (2), a vibrating screen slag discharging device (3) and a sewage back-flushing diluting device (4); the silt sedimentation tank comprises a first sedimentation tank (5) and a second sedimentation tank (6), a first sand lifting device (7) is arranged on one side wall of the first sedimentation tank (5), the first sedimentation tank (5) is provided with a non-blocking double-blade submersible sewage pump (8), a first top stirring device (9) is arranged in the middle of the upper end of the first sedimentation tank (5), a first sewage discharge port (10) is arranged on the tank wall where the first sedimentation tank (5) and the filter residue channel (2) are connected, and the first sewage discharge port (10) extends to the filter residue channel (2) from the first sedimentation tank (5);
a second sand lifting device (11) is arranged on one side wall of the second sedimentation tank (6), a sewage inlet (12) is formed in the wall of the second sedimentation tank (6), a second top stirring device (13) is arranged in the middle of the upper end of the second sedimentation tank (6), a second sewage outlet (14) is formed in the wall, connected with the filter residue channel (2), of the second sedimentation tank (6), the second sewage outlet (14) extends from the second sedimentation tank (6) to the filter residue channel (2), and a sewage inlet (15) is formed in the wall, opposite to the second sewage outlet (14), of the second sedimentation tank (6);
the filter residue channel (2) is provided with a grid (16), the middle of one side pool wall of the filter residue channel (2) is provided with a scraper groove (17), and a Z-shaped scraper slag remover (18) is arranged in the scraper groove (17);
dirty pond (1) of collection is connected with first sedimentation tank (5), filter residue passageway (2) and first sedimentation tank (5) are connected, dirty pond (1) of collection and filter residue passageway (2) set up in first sedimentation tank (5) both sides, filter residue passageway (2) and second sedimentation tank (6) are connected, shale shaker slag discharging device (3) set up in dirty mouthful (15) upper end of advancing of second sedimentation tank (6), sewage backflushing diluting device (4) absorb water the end and set up in dirty pond (1) of collection, sewage backflushing diluting device (4) play water end sets up in shale shaker slag discharging device (3).
2. The multi-stage sand and slag removal tank according to claim 1, wherein: and a sewage outlet (19) of the vibrating screen slag discharging device (3) is arranged at the upper end of the sewage inlet (15).
3. The multi-stage sand and slag removal tank according to claim 1, wherein: first grit hoisting device (7) are including first shaftless spiral grit elevator groove (20) and first shaftless spiral grit elevator (21), first shaftless spiral grit elevator groove (20) and first shaftless spiral grit elevator (21) cooperation.
4. The multi-stage sand and slag removal tank according to claim 1, wherein: the bottom of the first sedimentation tank (5) is provided with a first funnel-shaped groove (22), and two ends of the first funnel-shaped groove (22) extend to the tank wall.
5. The multi-stage sand and slag removal tank according to claim 1, wherein: the second sand lifting device (11) comprises a second shaftless spiral sand lifting machine groove (23) and a second shaftless spiral sand lifting machine (24), and the second shaftless spiral sand lifting machine groove (23) is matched with the second shaftless spiral sand lifting machine (24).
6. The multi-stage sand and slag removal tank according to claim 1, wherein: and a second funnel-shaped groove (25) is arranged at the bottom of the second sedimentation tank (6), and two ends of the second funnel-shaped groove (25) extend to the tank wall.
7. The multi-stage sand and slag removal tank according to claim 1, wherein: the grid (16) correspond and be equipped with 3, grid (16) and filter residue passageway (2) cooperation, grid (16) upper end is equipped with apron (26), apron (26) and filter residue passageway (2) wall are articulated.
8. The multi-stage sand and slag removal tank according to claim 1, wherein: the upper end of the non-blocking double-blade submersible sewage pump (8) is provided with a pipeline (27), and one end of the pipeline (27) extends into the sewage collecting tank (1) from the upper end of the first sedimentation tank (5).
9. The multi-stage sand and slag removal tank according to claim 3, wherein: the included angle between the first shaftless spiral sandstone lifting machine groove (20) and the first sedimentation tank (5) is 45 degrees.
10. The multi-stage sand and slag removal tank according to claim 5, wherein: the included angle between the second shaftless spiral sandstone lifting machine groove (23) and the second sedimentation tank (6) is 45 degrees.
CN201921820026.5U 2019-10-28 2019-10-28 Multistage degritting filter residue pond Active CN210974348U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921820026.5U CN210974348U (en) 2019-10-28 2019-10-28 Multistage degritting filter residue pond

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Application Number Priority Date Filing Date Title
CN201921820026.5U CN210974348U (en) 2019-10-28 2019-10-28 Multistage degritting filter residue pond

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CN210974348U true CN210974348U (en) 2020-07-10

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112979070A (en) * 2021-02-24 2021-06-18 陈莉莉 Organic matter removing device for integrated treatment of domestic sewage

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112979070A (en) * 2021-02-24 2021-06-18 陈莉莉 Organic matter removing device for integrated treatment of domestic sewage

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