CN218232086U - Burden-reducing and anti-blocking inclined plate and inclined tube sedimentation tank for industrial wastewater treatment - Google Patents
Burden-reducing and anti-blocking inclined plate and inclined tube sedimentation tank for industrial wastewater treatment Download PDFInfo
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- CN218232086U CN218232086U CN202221695391.XU CN202221695391U CN218232086U CN 218232086 U CN218232086 U CN 218232086U CN 202221695391 U CN202221695391 U CN 202221695391U CN 218232086 U CN218232086 U CN 218232086U
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Abstract
The utility model relates to a water treatment technical field specifically is a stifled industrial wastewater handles swash plate pipe chute sedimentation tank is prevented in burden reduction, including the water treatment case, the inside fixed mounting of water treatment case has the division wall, and one side of division wall is provided with the reacting chamber, the inside of reacting chamber is provided with the overflow wall simultaneously, meanwhile the overflow wall is including main wall body and filter frame, and main wall body is including perpendicular wall body and slope wall body, slope wall body fixed mounting is on the top of perpendicular wall body simultaneously, perpendicular wall body and water treatment case fixed mounting simultaneously, and through the overflow wall including main wall body and filter frame that sets up on the one hand can make the coagulation raw water can precipitate the large granule filth when the wall body inclines, on the other hand can make the coagulation raw water get rid of the raw water when the filter frame, can carry out preliminary sedimentation filtration treatment to the coagulation, thereby can effectively subtract burden to subsequent pipe chute sedimentation process, simultaneously can effectually prevent that too big filth from causing the jam to the pipe chute.
Description
Technical Field
The utility model relates to the technical field of water treatment, in particular to a load-reducing and anti-blocking inclined plate and inclined tube sedimentation tank for industrial wastewater treatment.
Background
The inclined plate and inclined tube sedimentation tank is a novel sedimentation tank designed according to the theory of a shallow pool sedimentation tank, a plurality of intensive inclined tubes or inclined plates are arranged in a sedimentation area, suspended impurities in water are precipitated in the inclined plates or inclined tubes, water flows upwards along the inclined plates or inclined tubes, sludge at a separation part slides downwards to the bottom of the tank along the inclined tubes under the action of gravity, and is discharged in a concentrated manner, the sedimentation efficiency of the tank can be improved by 50% -60%, the treatment capacity can be improved by 3-5 times in the same area, meanwhile, compared with other industrial wastewater treatment equipment, the inclined plate and inclined tube sedimentation tank is more energy-saving and environment-friendly, and does not need to be supported by power equipment, but the internal sedimentation structure of the inclined plate and inclined tube sedimentation tank only has the inclined tubes, so that various pollutants in coagulation raw water need to be precipitated, the burden of the inclined tube sedimentation process is large, and the inclined tubes are easily blocked by large pollutants.
Therefore, it is necessary to design a load-reducing and anti-blocking inclined plate and inclined tube sedimentation tank for industrial wastewater treatment to solve the problems in the background art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a subtract burden and prevent stifled industrial wastewater treatment swash plate pipe chute sedimentation tank to solve the problem that provides in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a subtract burden and prevent stifled industrial wastewater treatment swash plate pipe chute sedimentation tank, including the water treatment case, the inside fixed mounting of water treatment case has the division wall, and one side of division wall is provided with the reacting chamber, the inside of reacting chamber is provided with the overflow wall simultaneously, meanwhile the overflow wall is including main wall body and filter frame, and main wall body is including perpendicular wall body and slope wall body, slope wall body fixed mounting is on the top of perpendicular wall body simultaneously, perpendicular wall body and water treatment case fixed mounting simultaneously, one side fixed mounting who keeps away from the reacting chamber at the division wall has last installation frame, lower installation frame, and go up the installation frame and down between the installation frame fixed mounting have the pipe chute of a plurality of groups, the top fixed mounting of the pipe chute of a plurality of groups simultaneously, the one end that the pipe of penetrating the canal far away from the water treatment case at the same time link up and install out the basin case.
As the utility model discloses preferred scheme, the reaction chamber was kept away from to the division wall one side from last to having set gradually clear water district, pipe chute district, water distribution district, long-pending mud district down, and wear canal water pipe, pipe chute and be located the inside in clear water district, pipe chute district respectively, and division wall is close to water distribution district department simultaneously and has seted up inhalant canal.
As the utility model discloses preferred scheme, long-pending mud district is the back taper form, and long-pending mud district bottom center department link up and install the silt pipe, movable mounting has the valve on the silt pipe simultaneously.
As the utility model discloses preferred scheme, the one end through connection that the divider wall was kept away from at the top of reacting chamber has former water pipe, and former water pipe and water treatment case fixed mounting.
As the utility model discloses preferred scheme, the filter screen is installed in the inside embedding of filter frame, and the top fixed mounting of filter frame has handheld handle, and filter frame and slope wall body pass through the fixture block joint simultaneously, and meanwhile handheld the top that is located the water treatment tank.
As the utility model discloses preferred scheme, wear the perforation that canal water pipe surface offered a plurality of groups equidistance and distributed, and go out the bottom center department of basin case and link up and install the clean water pipe.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses in, the overflow wall including main wall body and filter frame through setting up can make the raw water of coagulating can deposit the large granule filth when the wall body inclines on the one hand, and on the other hand can make the raw water of coagulating get rid of the suspended solid when the filter frame, can carry out preliminary sediment filtration treatment to the raw water of coagulating to can effectively subtract burden to subsequent pipe chute sedimentation process, can effectually prevent that too big filth from causing the jam to the pipe chute simultaneously.
Drawings
Fig. 1 is an overall front view plane external structure schematic diagram of the present invention;
FIG. 2 is a schematic view of the internal structure of the whole front view plane of the present invention;
FIG. 3 is a schematic view of a planar enlarged structure of the overflow wall of the present invention;
in the figure: 1. a water treatment tank; 2. a dividing wall; 21. a clear water zone; 22. an oblique tube zone; 23. a water distribution area; 24. a mud accumulation area; 241. a sludge pipe; 242. a valve; 25. a water inlet channel; 3. a reaction chamber; 31. a raw water pipe; 4. an overflow wall; 41. a main wall body; 411. a vertical wall; 412. inclining the wall body; 42. a filter frame; 421. filtering with a screen; 422. a handle is held by hand; 423. a clamping block; 5. an upper mounting frame; 6. a lower mounting frame; 7. an inclined tube; 8. a canal water pipe; 81. perforating; 9. a water outlet tank; 91. a clear water pipe.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below in conjunction with the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, rather than all embodiments, and based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the scope of protection of the present invention.
Please refer to fig. 1-3, the present invention provides a technical solution:
a negative-load-reducing anti-blocking inclined plate inclined tube sedimentation tank for industrial wastewater treatment comprises a water treatment tank 1, wherein a partition wall 2 is fixedly arranged in the water treatment tank 1, a reaction chamber 3 is arranged on one side of the partition wall 2, an overflow wall 4 is arranged in the reaction chamber 3, the overflow wall 4 comprises a main wall body 41 and a filter frame 42, the main wall body 41 comprises a vertical wall body 411 and an inclined wall body 412, the inclined wall body 412 is fixedly arranged at the top end of the vertical wall body 411, the vertical wall body 411 and the water treatment tank 1 are fixedly arranged, an upper installation frame 5 and a lower installation frame 6 are fixedly arranged on one side of the partition wall 2 away from the reaction chamber 3, a plurality of groups of inclined tubes 7 are fixedly arranged between the upper installation frame 5 and the lower installation frame 6, simultaneously the top fixed mounting of the pipe chute 7 of a plurality of groups has the canal water pipe 8 of wearing, meanwhile it link up to install out the basin case 9 to wear the canal water pipe 8 to keep away from the one end of water treatment case 1, and can make the raw water of coagulating can deposit the large granule filth when through slope wall 412 through the overflow wall 4 including main wall 41 and filter frame 42 that sets up on the one hand, on the other hand can make the raw water of coagulating get rid of the suspended solid when filtering frame 42, can carry out preliminary sediment filtration treatment to the raw water of coagulating, thereby can effectively subtract burden to subsequent pipe chute 7 sedimentation process, simultaneously can effectually prevent that too big filth from causing the jam to pipe chute 7.
The working principle is as follows: during treatment, industrial wastewater enters the reaction chamber 3 through the raw water pipe 31 and is mixed with a coagulant in the reaction chamber 3, the mixed raw water penetrates the filter frame 42 from the top end of the main wall 41 and enters the other side of the overflow wall 4 after reaching a certain depth, the mixed raw water gradually deepens and then enters the water distribution area 23 through the water inlet channel 25, floc alum in the raw water is accumulated into a thin mud layer on the bottom side surface area of the inclined pipe 7, slides back to a mud residue suspension layer under the action of gravity and then sinks into the mud accumulation area 24, and finally is discharged into a sludge tank for additional treatment or comprehensive utilization through the mud pipe 241, meanwhile, supernatant gradually rises to the clear water area 21 to the channel water pipe 8 and is discharged into the water outlet tank 9 and can be directly discharged or recycled, so that the precipitation treatment of the industrial wastewater is realized, energy conservation and environmental protection are realized, economy and effectiveness are realized, no pollution is achieved, the coagulation treatment is effective, the initial treatment can be performed on the large-particle sewage sedimentation treatment on the inclined pipe 7 through the arranged overflow wall 4 comprising the main wall 41 and the filter frame 42, the initial treatment can be effectively performed on the large-blockage of the raw water, and the subsequent precipitation treatment can be effectively performed on the sewage, thereby effectively preventing the subsequent precipitation treatment of the inclined pipe 7.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a subtract burden and prevent stifled industrial waste water treatment swash plate pipe chute sedimentation tank, includes water treatment box (1), its characterized in that: the inside fixed mounting of water treatment case (1) has division wall (2), and one side of division wall (2) is provided with reaction chamber (3), the inside of reaction chamber (3) is provided with overflow wall (4) simultaneously, meanwhile overflow wall (4) are including main wall body (41) and filter frame (42), and main wall body (41) are including perpendicular wall body (411) and slope wall body (412), slope wall body (412) fixed mounting is on the top of perpendicular wall body (411) simultaneously, perpendicular wall body (411) and water treatment case (1) fixed mounting simultaneously, one side fixed mounting who keeps away from reaction chamber (3) at division wall (2) has last installation frame (5), installation frame (6) down, and fixed mounting has pipe chute (7) of a plurality of groups between last installation frame (5) and installation frame (6) down, the top fixed mounting of pipe chute (7) of a plurality of groups simultaneously has canal water pipe (8), the one end of keeping away from water treatment case (1) with water pipe (8) simultaneously installs out basin case (9) and link up.
2. The inclined plate and inclined tube sedimentation tank for industrial wastewater treatment with the negative pressure reduction and the blockage prevention as claimed in claim 1, is characterized in that: one side that the reaction chamber (3) was kept away from in divider wall (2) is from last to having set gradually clear water district (21), pipe chute district (22), water distribution district (23), long-pending mud district (24) down, and wears canal water pipe (8), pipe chute (7) and is located the inside in clear water district (21), pipe chute district (22) respectively, and division wall (2) are close to water distribution district (23) simultaneously and locate to have seted up into water passageway (25).
3. The inclined plate and inclined tube sedimentation tank for industrial wastewater treatment with the negative pressure reduction and the blockage prevention as claimed in claim 2, is characterized in that: the accumulated mud area (24) is in an inverted cone shape, a sludge pipe (241) is installed at the center of the bottom end of the accumulated mud area (24) in a penetrating mode, and a valve (242) is movably installed on the sludge pipe (241).
4. The inclined plate and inclined tube sedimentation tank for industrial wastewater treatment with the negative pressure reduction and the blockage prevention as claimed in claim 1, is characterized in that: one end of the top of the reaction chamber (3), which is far away from the partition wall (2), is connected with a raw water pipe (31) in a penetrating way, and the raw water pipe (31) and the water treatment box (1) are fixedly installed.
5. The inclined plate and inclined tube sedimentation tank for industrial wastewater treatment with the negative pressure reduction and the blockage prevention as claimed in claim 1, is characterized in that: filter screen (421) are installed to the inside embedding of filter frame (42), and the top fixed mounting of filter frame (42) has handheld (422), and filter frame (42) and slope wall body (412) pass through fixture block (423) joint simultaneously, and handheld (422) are located the top of water treatment box (1) simultaneously.
6. The inclined plate and inclined tube sedimentation tank for industrial wastewater treatment with negative pressure reduction and blockage prevention as claimed in claim 1, characterized in that: the outer surface of the canal penetrating water pipe (8) is provided with a plurality of groups of through holes (81) distributed at equal intervals, and the center of the bottom end of the water outlet tank (9) is provided with a clear water pipe (91) in a penetrating way.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202221695391.XU CN218232086U (en) | 2022-06-30 | 2022-06-30 | Burden-reducing and anti-blocking inclined plate and inclined tube sedimentation tank for industrial wastewater treatment |
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CN202221695391.XU CN218232086U (en) | 2022-06-30 | 2022-06-30 | Burden-reducing and anti-blocking inclined plate and inclined tube sedimentation tank for industrial wastewater treatment |
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CN218232086U true CN218232086U (en) | 2023-01-06 |
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CN202221695391.XU Active CN218232086U (en) | 2022-06-30 | 2022-06-30 | Burden-reducing and anti-blocking inclined plate and inclined tube sedimentation tank for industrial wastewater treatment |
Country Status (1)
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CN (1) | CN218232086U (en) |
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2022
- 2022-06-30 CN CN202221695391.XU patent/CN218232086U/en active Active
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