CN212982664U - High-density sedimentation system - Google Patents
High-density sedimentation system Download PDFInfo
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- CN212982664U CN212982664U CN202021525869.5U CN202021525869U CN212982664U CN 212982664 U CN212982664 U CN 212982664U CN 202021525869 U CN202021525869 U CN 202021525869U CN 212982664 U CN212982664 U CN 212982664U
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- coagulation
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- sediment
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- Treatment Of Sludge (AREA)
Abstract
The utility model discloses a high-density sedimentation system, cover and deposit the swash plate including coagulating tank, sediment rose box, return water mud discharging barrel, coagulation machine, mud scraping motor, mud discharging motor, arc water passing cover, the side fixed mounting of coagulating tank have the sediment rose box, the incasement top fixed mounting of sediment rose box has the swash plate to connect the riser, the bottom fixed mounting that the riser is connected to the swash plate has the sediment swash plate, the bottom installation of sediment swash plate is fixed with the cover is crossed to the arc, the bottom of sediment rose box is equipped with the funnel cell wall, the bottom of funnel cell wall is installed through leading mud pipe chute connection the return water mud discharging barrel, the baffle is installed down to the inboard bottom of coagulating tank. Has the advantages that: the utility model discloses a motor linkage drive drives the flocculation operation of coagulating, and swash plate cooperation arc cover furthest restricts the flocculation thing in the specific region of bottom under the condition that does not influence rivers, and flocculation thing density height is convenient for scrape mud sediment and auger row mud and return water.
Description
Technical Field
The utility model relates to a high-density field of deposiing especially relates to high-density system of deposiing.
Background
The essence of the high-density precipitation technology sewage treatment is to separate and convert pollutants in water, and most of converted products are removed by separation, so that the separation is very important in the sewage treatment process, the treatment effect and cost are directly influenced, and the optimization of high-density precipitation has important significance for improving the sewage treatment technology level.
SUMMERY OF THE UTILITY MODEL
The object of the present invention is to provide a high-density sedimentation system for solving the above problems.
The utility model discloses a following technical scheme realizes above-mentioned purpose:
the high-density sedimentation system comprises a coagulation box, a sedimentation filter box, a backwater mud discharging cylinder, a coagulation motor, a mud scraping motor, a mud discharging motor, an arc water passing cover and a sedimentation inclined plate, wherein the side surface of the coagulation box is fixedly provided with the sedimentation filter box, the top of the sedimentation filter box is fixedly provided with an inclined plate connecting vertical plate, the bottom of the inclined plate connecting vertical plate is fixedly provided with the sedimentation inclined plate, the bottom of the sedimentation inclined plate is fixedly provided with the arc water passing cover, the bottom of the sedimentation filter box is provided with a funnel groove wall, the bottom of the funnel groove wall is connected with the backwater mud discharging cylinder through a mud guiding inclined pipe, the bottom of the inner side of the coagulation box is provided with a lower partition plate, the top of the inner side of the coagulation box is fixedly provided with an upper partition plate, the lower partition plate and the upper partition plate divide the coagulation box into a coagulation area, a flocculation, the bottom fixed mounting of a return water mud discharging barrel has the mud discharging motor, the mud discharging motor is in with vertical setting the inside screw feeder axle drive of return water mud discharging barrel links together, the wet return is installed at the lateral wall top of a return water mud discharging barrel, wet return internally mounted has and hinders the mud filter layer, the swash plate connect the riser with still install the filter layer between the inner tank wall of sediment rose box.
Further, the top of case thoughtlessly congeals supports through motor support and installs the motor thoughtlessly congeals, the epaxial cover of thoughtlessly congealing is established and is fixed with the action wheel to the epaxial drive of thoughtlessly congealing, the action wheel is connected with from driving wheel two and from driving wheel one through the hold-in range drive.
Further, the axle that thoughtlessly congeals is pegged graft inside the district that thoughtlessly congeals, from driving wheel one with all overlap from driving wheel two and establish the pivot, two the pivot is pegged graft respectively the flocculation district with stirring overflow district, two all install rotating fan blade in the pivot, the bottom of pivot is passed through the bottom axle sleeve and is rotated and install on the case that congeals, the top of pivot is still rotated through the top axle sleeve and is installed on the case that congeals.
Further, the top fixed mounting who deposits the rose box has the mud scraping motor, the below that the water cover was crossed to the arc is provided with the mud scraping plate, the mud scraping motor is connected to through the mud scraping axle drive on the mud scraping plate, the drain pipe is installed at the lateral wall top of depositing the rose box, the former water pipe is installed to the lateral wall bottom of coagulation box, the hopper is still installed at the top of coagulation box.
Further, the wet return is connected to on the drain pipe, the epaxial fixed mounting of screw feeder has mud discharge auger flabellum, the top mud discharge return bend is installed at the top of return water mud discharge section of thick bamboo.
Has the advantages that: high-density sedimentation system pass through motor linkage drive and drive the flocculation operation of coagulating, swash plate cooperation arc cover under the condition that does not influence rivers furthest with the flocculation thing restriction in the specific region in bottom, flocculation thing density height is convenient for scrape mud sediment and auger row mud and return water.
Drawings
Fig. 1 is a schematic structural diagram of the high-density sedimentation system of the present invention.
The reference numerals are explained below:
1. a coagulation box; 2. a sedimentation filter tank; 3. a backwater sludge discharge cylinder; 4. a coagulation motor; 5. a mud scraping motor; 6. a mud discharging motor; 7. an arc-shaped water passing cover; 8. a sedimentation sloping plate; 9. a filter layer; 10. a lower partition plate; 11. a bottom shaft sleeve; 12. rotating the fan blades; 13. a rotating shaft; 14. a mud scraper; 15. a mud scraping shaft; 16. a mud guiding inclined pipe; 17. a mud discharging auger blade; 18. a screw shaft; 19. a top sludge discharge elbow; 20. a mud-blocking filter layer; 21. a water return pipe; 22. the inclined plate is connected with the vertical plate; 23. a water through hole; 24. a top shaft sleeve; 25. a second driven wheel; 26. an upper partition plate; 27. a driven wheel I; 28. a hopper; 29. a synchronous belt; 30. a driving wheel; 31. a motor bracket; 32. a raw water pipe.
Detailed Description
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are used merely for convenience of description and for simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.
The present invention will be further explained with reference to the accompanying drawings:
as shown in fig. 1, the high-density sedimentation system comprises a coagulation tank 1, a sedimentation filter tank 2, a backwater sludge discharge barrel 3, a coagulation motor 4, a sludge scraping motor 5, a sludge discharge motor 6, an arc-shaped water passing cover 7 and a sedimentation inclined plate 8;
the side surface of the coagulation box 1 is fixedly provided with a precipitation filter box 2, the top in the precipitation filter box 2 is fixedly provided with an inclined plate connecting vertical plate 22, the bottom of the inclined plate connecting vertical plate 22 is fixedly provided with a precipitation inclined plate 8, the bottom of the precipitation inclined plate 8 is fixedly provided with an arc-shaped water passing cover 7, the bottom of the precipitation filter box 2 is provided with a funnel groove wall, and the bottom of the funnel groove wall is connected and provided with a backwater mud discharging cylinder 3 through a mud guiding inclined pipe 16;
the bottom of the inner side of the concrete box 1 is provided with a lower clapboard 10, the top of the inner side of the concrete box 1 is fixedly provided with an upper clapboard 26, and the concrete box 1 is sequentially divided into a coagulation area, a flocculation area and a stirring overflow area by the lower clapboard 10 and the upper clapboard 26;
the bottom fixed mounting of return water mud discharging cylinder 3 has mud discharging motor 6, and mud discharging motor 6 links together with the vertical setting at the inside screw feeder axle 18 drive of return water mud discharging cylinder 3, and wet return 21 is installed at the lateral wall top of return water mud discharging cylinder 3, and wet return 21 internally mounted has and hinders, and mud filter layer 20, swash plate connection riser 22 still install filter layer 9 between the interior tank wall of sedimentation filter tank 2.
In the embodiment, a coagulation motor 4 is supported and mounted at the top of the coagulation tank 1 through a motor support 31, a coagulation shaft is driven and mounted on the coagulation motor 4, a driving wheel 30 is fixedly sleeved on the coagulation shaft, and the driving wheel 30 is connected with a driven wheel II 25 and a driven wheel I27 through a synchronous belt 29;
preferably, the axle that thoughtlessly congeals is pegged graft inside the district that thoughtlessly congeals, all overlaps from driving wheel 27 and installing pivot 13 from driving wheel two 25, and two pivot 13 are pegged graft respectively the flocculation district with the stirring overflow district all installs rotating fan blade 12 in two pivot 13, and the bottom of pivot 13 is passed through bottom axle sleeve 11 and is rotated and install on thoughtlessly congealing case 1, and the top of pivot 13 is still rotated through top axle sleeve 24 and is installed on thoughtlessly congealing case 1.
In this embodiment, sediment filter tank 2's top fixed mounting has mud scraping motor 5, and the below that the water cover 7 was crossed to the arc is provided with mud scraping plate 14, and mud scraping motor 5 is connected to mud scraping plate 14 through the drive of mud scraping shaft 15, and the drain pipe is installed at the lateral wall top of sediment filter tank 2, and former water pipe 32 is installed to the lateral wall bottom of concrete tank 1, and hopper 28 is still installed at the top of concrete tank 1.
In this embodiment, the return water pipe 21 is connected to on the drain pipe, and fixed mounting has mud discharge auger flabellum 17 on the auger shaft 18, and the top mud discharge return pipe 19 is installed at the top of return water mud discharge section of thick bamboo 3.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (4)
1. A high density sedimentation system, characterized by: the sludge treatment device comprises a coagulation box, a precipitation filter box, a backwater sludge discharge barrel, a coagulation motor, a sludge scraping motor, a sludge discharge motor, an arc-shaped water passing cover and a precipitation inclined plate, wherein the precipitation filter box is fixedly arranged on the side surface of the coagulation box, an inclined plate connecting vertical plate is fixedly arranged at the top in the precipitation filter box, the bottom of the inclined plate connecting vertical plate is fixedly arranged on the precipitation inclined plate, the arc-shaped water passing cover is fixedly arranged at the bottom of the precipitation inclined plate, a funnel groove wall is arranged at the bottom of the precipitation filter box, the backwater sludge discharge barrel is connected and arranged at the bottom of the funnel groove wall through a sludge guide inclined pipe, a lower partition plate is arranged at the bottom of the inner side of the coagulation box, an upper partition plate is fixedly arranged at the top of the inner side of the coagulation box, the lower partition plate and the upper partition plate divide the coagulation box into a coagulation area, a flocculation area and a stirring overflow, the mud discharging motor is in with vertical setting the inside screw feeder axle drive of a return water mud discharging barrel links together, the wet return is installed at the lateral wall top of a return water mud discharging barrel, wet return internally mounted has the mud filter layer of hindering, the swash plate connect the riser with still install the filter layer between the inner tank wall of sediment rose box.
2. A high density sedimentation system according to claim 1, wherein: the top of the coagulation box is supported and installed through the motor support the coagulation motor, the coagulation shaft is installed in the driving of the coagulation motor, the driving wheel is fixedly arranged on the coagulation shaft in a sleeved mode, and the driving wheel is connected with a second driven wheel and a first driven wheel through a synchronous belt in a driving mode.
3. A high density sedimentation system according to claim 2, wherein: the utility model discloses a flocculation tank, including coagulation axle, driven wheel, flocculation district, stirring overflow district, rotatory flabellum, bottom axle sleeve, top axle sleeve, and the installation of coagulation axle is pegged graft inside the district that thoughtlessly congeals, from driving wheel one with all overlap to establish from driving wheel two and install the pivot, two the pivot is pegged graft respectively flocculation district with stirring overflow district, two all install rotatory flabellum in the pivot, the bottom of pivot is passed through the bottom axle sleeve and is rotated the installation on the coagulation tank, the top of.
4. A high density sedimentation system according to claim 1, wherein: the return water pipe is connected to the drain pipe, the epaxial fixed mounting of screw feeder has mud discharge auger flabellum, the top mud discharge return bend is installed at the top of return water mud discharge section of thick bamboo.
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CN202021525869.5U CN212982664U (en) | 2020-07-29 | 2020-07-29 | High-density sedimentation system |
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CN202021525869.5U CN212982664U (en) | 2020-07-29 | 2020-07-29 | High-density sedimentation system |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN115367916A (en) * | 2022-08-17 | 2022-11-22 | 中基万季建设投资集团有限公司 | Building wastewater treatment system for green construction and operation method |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN115367916A (en) * | 2022-08-17 | 2022-11-22 | 中基万季建设投资集团有限公司 | Building wastewater treatment system for green construction and operation method |
CN115367916B (en) * | 2022-08-17 | 2024-04-30 | 中基万季建设投资集团有限公司 | Building wastewater treatment system for green construction and operation method |
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