CN220034171U - Inclined tube sedimentation tank capable of reducing sediment adhesion - Google Patents
Inclined tube sedimentation tank capable of reducing sediment adhesion Download PDFInfo
- Publication number
- CN220034171U CN220034171U CN202321348982.4U CN202321348982U CN220034171U CN 220034171 U CN220034171 U CN 220034171U CN 202321348982 U CN202321348982 U CN 202321348982U CN 220034171 U CN220034171 U CN 220034171U
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- tank
- sewage
- pipe
- sedimentation tank
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- 238000004062 sedimentation Methods 0.000 title claims abstract description 56
- 239000013049 sediment Substances 0.000 title claims abstract description 22
- 239000010865 sewage Substances 0.000 claims abstract description 57
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 38
- 238000005189 flocculation Methods 0.000 claims abstract description 28
- 230000016615 flocculation Effects 0.000 claims abstract description 28
- 238000001556 precipitation Methods 0.000 claims abstract 4
- 230000015271 coagulation Effects 0.000 claims description 18
- 238000005345 coagulation Methods 0.000 claims description 18
- 230000007246 mechanism Effects 0.000 claims description 17
- 238000003756 stirring Methods 0.000 claims description 8
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 15
- 239000010802 sludge Substances 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 8
- 239000000701 coagulant Substances 0.000 abstract description 7
- 230000002349 favourable effect Effects 0.000 abstract description 6
- 239000002699 waste material Substances 0.000 abstract description 5
- 230000001112 coagulating effect Effects 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000003311 flocculating effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model relates to the field of sewage treatment, in particular to an inclined tube sedimentation tank capable of reducing sediment adhesion, which comprises the following components: comprising the following steps: the treatment tank, the left side on treatment tank top has been seted up and has been thoughtlessly congealed the pond, is provided with the inlet tube that is linked together with the thoughtlessly congeals the pond on the lateral wall of treatment tank, and the flocculation tank has been seted up to the center department on treatment tank top, and the sedimentation tank has been seted up on the right side on treatment tank top, evenly is provided with a plurality of inclined tubes in the sedimentation tank, and the bottom intercommunication of sedimentation tank is provided with the toper mud bucket, and the center department intercommunication of toper mud bucket bottom is provided with the blow off pipe. The utility model can make sewage fully react with the coagulant, is favorable for sewage precipitation, can improve the mixing effect, is favorable for sewage treatment, can reduce the resistance of the movable plate in the moving process by the through holes on the movable plate, can reduce the load of the motor, is favorable for motor use, can reprocess sewage, can avoid sewage being directly treated along with sludge, and can reduce the waste of water resources.
Description
Technical Field
The utility model relates to the field of sewage treatment, in particular to an inclined tube sedimentation tank capable of reducing sediment adhesion.
Background
The sedimentation tank is a structure for removing suspended matters in water by using sedimentation, water quality purifying equipment utilizes the natural sedimentation or coagulating sedimentation of water to remove suspended matters in water, the sedimentation tank is divided into a horizontal sedimentation tank and a vertical sedimentation tank according to the water flow direction, the sedimentation effect is determined by the flow rate of water in the sedimentation tank and the residence time of water in the tank, in order to improve the sedimentation effect, the floor area is reduced, a honeycomb inclined tube counter-current sedimentation tank, an accelerated sedimentation tank, a pulse sedimentation tank and the like are adopted, and the sedimentation tank is widely used in wastewater treatment;
the existing sedimentation tank is insufficient in mixing of sewage and coagulant in the use process, so that the sedimentation effect of the sewage is poor, and the sewage mixed in the sediment is directly discharged along with sludge to cause a large amount of water resource waste.
Therefore, a inclined tube sedimentation tank capable of reducing sediment adhesion is provided.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides the inclined tube sedimentation tank capable of reducing the adhesion of sediments, and solves the technical problems that the prior sedimentation tank provided in the prior art is insufficient in mixing sewage and a coagulant in the use process, so that the sedimentation effect of the sewage is poor, and a large amount of water resource is wasted due to the fact that the sewage mixed in the sediment is directly discharged along with the sludge.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
an inclined tube sedimentation tank capable of reducing sediment adhesion, comprising: the treatment box is divided into a coagulation tank, a flocculation tank and a sedimentation tank from left to right, and the upper parts of the flocculation tank are respectively communicated with the upper parts of the coagulation tank and the sedimentation tank; the utility model discloses a flocculation basin, including the sedimentation tank, the treatment tank, the sedimentation tank, the inlet tube that is provided with and coagulates the pond and be linked together, evenly be provided with a plurality of inclined tubes in the sedimentation tank, the bottom intercommunication of sedimentation tank is provided with the toper mud bucket, the center department intercommunication of toper mud bucket bottom is provided with the blow off pipe, fixed mounting has the drain pipe that is linked together with the sedimentation tank on the lateral wall of treatment tank, coagulate the bottom intercommunication of pond and flocculation basin jointly is provided with the evacuation pipe, all be provided with rabbling mechanism in coagulate pond and the flocculation basin.
Preferably, the stirring mechanism comprises a supporting plate fixedly installed on the top wall of the coagulation tank and the flocculation tank, a motor is fixedly installed at the top end of the supporting plate, the output end of the motor penetrates through the supporting plate and is fixedly connected with a reciprocating screw rod, a movable plate is movably installed on the outer side of the reciprocating screw rod, a plurality of turbine blades are uniformly installed at two ends of the movable plate in a rotating mode, and a plurality of through holes are uniformly formed in the movable plate.
Preferably, the bottom end fixedly connected with connecting plate of reciprocating screw, the top of connecting plate just is provided with two gag levers with reciprocating screw symmetry, and the bottom wall fixed connection of fly leaf and backup pad is passed on the top of gag lever levers.
Preferably, the side wall of the sewage drain pipe is further provided with a backflow mechanism, the backflow mechanism comprises a water pump communicated with the side wall of the sewage drain pipe through a guide pipe, one end of the water pump, far away from the sewage drain pipe, is communicated with a backflow pipe, and the top end of the backflow pipe extends to the upper side of the flocculation tank.
Preferably, the inner wall of the drain pipe is rotatably provided with a ball valve, the side wall of the ball valve is provided with a first guide hole and a second guide hole in a penetrating way, and the front end of the ball valve extends to the outside of the drain pipe and is fixedly connected with a rotary table.
Preferably, one end of the first guide hole is communicated with the conical mud bucket, the other end of the first guide hole is communicated with the sewage drain pipe, one end of the second guide hole is communicated with the conical mud bucket, and the other end of the second guide hole is communicated with the guide pipe on the water pump.
Compared with the prior art, the utility model has the beneficial effects that:
1. through setting up rabbling mechanism, after the user starts the motor, can drive reciprocating screw rotatory, the fly leaf can be on reciprocating screw's outer wall through the gag lever post this moment, at the in-process that the fly leaf removed, the fly leaf can drive flocculation basin or coagulate sewage flow in the pond, can make sewage and coagulant fully react, be favorable to the deposit of sewage, and at the in-process that the fly leaf removed, turbine blade at fly leaf both ends can rotate at the in-process that the fly leaf promoted rivers, can further stir sewage, can improve mixing effect, be favorable to the treatment of sewage, and the through-hole on the fly leaf can reduce the resistance that the fly leaf received at the removal in-process, can reduce the load of motor, be favorable to the use of motor.
2. Through setting up reflux mechanism, after the first guide hole on the ball valve will be aimed at the blow off pipe with the rotatory carousel of user with mud discharge, the surperficial water of mud upper strata can descend along with the discharge of mud, rotatory carousel this moment, aim at pipe and toper mud bucket with the second guide hole and make the water pump circular telegram, the water pump can be with the sewage that mixes a small amount of precipitants in the toper mud bucket reintroduce the flocculation tank through the back flow in, can reprocess sewage, can avoid sewage along with the direct quilt of mud, can reduce the waste of water resource.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of the front cross-sectional structure of the present utility model;
FIG. 3 is a schematic structural view of the stirring mechanism of the present utility model;
fig. 4 is an enlarged view of fig. 2 a in accordance with the present utility model.
In the figure: 1. a treatment box; 2. an evacuation tube; 3. conical mud bucket; 4. a blow-down pipe; 5. a turntable; 6. a water pump; 7. a return pipe; 8. a drain pipe; 9. a chute; 10. a sedimentation tank; 11. a flocculation tank; 12. a stirring mechanism; 13. a water inlet pipe; 14. a coagulation pool; 15. a motor; 16. a support plate; 17. a movable plate; 18. a through hole; 19. a turbine blade; 20. a reciprocating screw rod; 21. a limit rod; 22. a connecting plate; 23. a ball valve; 24. a first guide hole; 25. and a second guide hole.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In order to better understand the above technical solutions, the following detailed description will refer to the accompanying drawings and specific embodiments.
Example 1:
referring to fig. 1 to 3, the present utility model provides an inclined tube sedimentation tank capable of reducing sediment adhesion, and the technical scheme is as follows:
an inclined tube sedimentation tank capable of reducing sediment adhesion, comprising: the treatment box 1 is divided into a coagulation tank 14, a flocculation tank 11 and a sedimentation tank 10 from left to right, and the upper parts of the flocculation tank 11 are respectively communicated with the upper parts of the coagulation tank 14 and the sedimentation tank 10; be provided with the inlet tube 13 that is linked together with coagulating basin 14 on the lateral wall of handling case 1, coagulating basin 11 has been seted up to the center department on handling case 1 top, sedimentation tank 10 has been seted up on the right side on handling case 1 top, evenly be provided with a plurality of inclined tubes 9 in the sedimentation tank 10, the bottom intercommunication of sedimentation tank 10 is provided with toper mud bucket 3, the center department intercommunication of toper mud bucket 3 bottom is provided with blow off pipe 4, fixed mounting has the drain pipe 8 that is linked together with sedimentation tank 10 on the lateral wall of handling case 1, coagulating basin 14 and the bottom intercommunication of flocculating basin 11 are provided with evacuation pipe 2 jointly, coagulating basin 14 and flocculating basin 11 are interior all to be provided with rabbling mechanism 12.
The stirring mechanism 12 comprises a supporting plate 16 fixedly arranged on the top walls of the coagulation tank 14 and the flocculation tank 11, a motor 15 is fixedly arranged at the top end of the supporting plate 16, the output end of the motor 15 passes through the supporting plate 16 and is fixedly connected with a reciprocating screw rod 20, a movable plate 17 is movably arranged on the outer side of the reciprocating screw rod 20, a plurality of turbine blades 19 are uniformly and rotatably arranged at two ends of the movable plate 17, and a plurality of through holes 18 are uniformly formed in the movable plate 17.
The bottom end of the reciprocating screw rod 20 is fixedly connected with a connecting plate 22, two limiting rods 21 are symmetrically arranged at the top end of the connecting plate 22 and are symmetrically arranged about the reciprocating screw rod 20, and the top ends of the limiting rods 21 penetrate through the movable plate 17 and are fixedly connected with the bottom wall of the supporting plate 16.
Through the technical scheme: when the user starts the motor 15, the motor 15 can drive the reciprocating screw rod 20 to rotate, at this moment, the movable plate 17 can reciprocate on the outer wall of the reciprocating screw rod 20 through the limiting rod 21, in the moving process of the movable plate 17, the movable plate 17 can drive the flocculation basin 11 or the sewage in the coagulation basin 14 to flow, sewage and coagulant can be fully reacted, sedimentation of the sewage is facilitated, in the moving process of the movable plate 17, the turbine blades 19 at two ends of the movable plate 17 can rotate in the moving process of the movable plate 17 for pushing water flow, the sewage can be further stirred, the mixing effect can be improved, the sewage treatment is facilitated, the through holes 18 on the movable plate 17 can reduce the resistance of the movable plate 17 in the moving process, the load of the motor 15 can be reduced, and the use of the motor 15 is facilitated.
Example 2:
referring to FIGS. 1 to 4, the present utility model provides an inclined tube sedimentation tank capable of reducing sediment adhesion, which has the following technical scheme
The inclined tube sedimentation tank capable of reducing sediment adhesion further comprises a backflow mechanism arranged on the side wall of the sewage drain pipe 4, the backflow mechanism comprises a water pump 6 communicated with the side wall of the sewage drain pipe 4 through a guide pipe, one end of the water pump 6, far away from the sewage drain pipe 4, is communicated with a backflow pipe 7, and the top end of the backflow pipe 7 extends to the upper side of the flocculation tank 11.
The inner wall of the blow-down pipe 4 is rotatably provided with a ball valve 23, the side wall of the ball valve 23 is provided with a first guide hole 24 and a second guide hole 25 in a penetrating way, and the front end of the ball valve 23 extends to the outside of the blow-down pipe 4 and is fixedly connected with a rotary table 5.
One end of the first guide hole 24 is communicated with the conical mud bucket 3, the other end of the first guide hole 24 is communicated with the sewage discharge pipe 4, one end of the second guide hole 25 is communicated with the conical mud bucket 3, and the other end of the second guide hole 25 is communicated with a guide pipe on the water pump 6.
Through the technical scheme: when the user rotates the rotary table 5 to align the first guide hole 24 on the spherical valve 23 with the sewage discharge pipe 4 to discharge the sludge, the water which is not discharged from the upper layer of the sludge can descend along with the discharge of the sludge, at the moment, the rotary table 5 is rotated to align the second guide hole 25 with the guide pipe and the conical mud bucket 3 and electrify the water pump 6, the water pump 6 can reintroduce the sewage mixed with a small amount of sediment in the conical mud bucket 3 into the flocculation tank 11 through the return pipe 7, the sewage can be reprocessed, the sewage can be prevented from being directly processed along with the sludge, and the waste of water resources can be reduced.
Working principle: firstly, sewage is led into a coagulation tank 14 through a water inlet pipe 13 on the side wall of a treatment tank 1, coagulant is added, the sewage in the coagulation tank 14 overflows into a flocculation tank 11 after being full, a stirring mechanism 12 is started immediately, after a user starts a motor 15, the motor 15 can drive a reciprocating screw rod 20 to rotate, at the moment, a movable plate 17 can reciprocate on the outer wall of the reciprocating screw rod 20 through a limit rod 21, the movable plate 17 can drive the sewage in the flocculation tank 11 or the coagulation tank 14 to flow in the moving process of the movable plate 17, the sewage can fully react with the coagulant, the sedimentation of the sewage is facilitated, in the moving process of the movable plate 17, turbine blades 19 at two ends of the movable plate 17 can rotate in the moving process of the movable plate 17 pushing the water flow, the sewage can be further stirred, the mixing effect can be improved, the sewage treatment is facilitated, the through hole 18 on the movable plate 17 can reduce the resistance of the movable plate 17 in the moving process, can reduce the load of the motor 15, is beneficial to the use of the motor 15, mixed liquid in the flocculation tank 11 overflows into the sedimentation tank 10, sediment can slide into the conical mud bucket 3 through the treatment of the inclined tube 9, upper clean water can overflow from the drain pipe 8, after the sediment is finished, the first material guide hole 24 on the spherical valve 23 is aligned with the drain pipe 4 by using the rotary table 5 of a person to discharge sludge, the water which is not discharged on the upper layer of the sludge can descend along with the discharge of the sludge, at the moment, the rotary table 5 is rotated, the second material guide hole 25 is aligned with the guide tube and the conical mud bucket 3, and the water pump 6 is electrified, the water pump 6 can reintroduce the sewage mixed with a small amount of sediment in the conical mud bucket 3 into the flocculation tank 11 through the return tube 7, the sewage can be reprocessed, the sewage can be prevented from being directly treated along with the sludge, can reduce the waste of water resource, and in the use, the user can be clean with the sewage treatment in flocculation basin 11 and the coagulation basin 14 through evacuation pipe 2.
While embodiments of the present utility model have been shown and described above, it will be understood that the above embodiments are illustrative and not to be construed as limiting the utility model, and that variations, modifications, alternatives and variations may be made to the above embodiments by one of ordinary skill in the art within the scope of the utility model.
Claims (5)
1. An inclined tube sedimentation tank capable of reducing sediment adhesion, comprising: treatment box (1), its characterized in that:
the treatment box (1) is divided into a coagulation tank (14), a flocculation tank (11) and a sedimentation tank (10) from left to right, and the upper parts of the flocculation tank (11) are respectively communicated with the upper parts of the coagulation tank (14) and the sedimentation tank (10);
a water inlet pipe (13) communicated with the coagulation tank (14) is arranged on the side wall of the treatment box (1);
a plurality of inclined pipes (9) are uniformly arranged in the sedimentation tank (10);
the bottom end of the sedimentation tank (10) is communicated with a conical mud bucket (3), and a drain pipe (4) is arranged at the bottom end of the conical mud bucket (3);
a drain pipe (8) communicated with the sedimentation tank (10) is fixedly arranged on the side wall of the treatment box (1);
an emptying pipe (2) is arranged at the bottom ends of the coagulation tank (14) and the flocculation tank (11) in a common communication mode, and stirring mechanisms (12) are arranged in the coagulation tank (14) and the flocculation tank (11);
the stirring mechanism (12) comprises a supporting plate (16) fixedly installed on the top wall of the coagulation tank (14) and the flocculation tank (11), a motor (15) is fixedly installed at the top end of the supporting plate (16), the output end of the motor (15) penetrates through the supporting plate (16) and is fixedly connected with a reciprocating screw rod (20), a movable plate (17) is movably installed on the outer side of the reciprocating screw rod (20), a plurality of turbine blades (19) are uniformly installed at the two ends of the movable plate (17) in a rotating mode, and a plurality of through holes (18) are uniformly formed in the movable plate (17).
2. A chute precipitation tank capable of reducing adhesion of sediments according to claim 1, wherein: the bottom end of the reciprocating screw rod (20) is fixedly connected with a connecting plate (22), two limiting rods (21) are symmetrically arranged at the top end of the connecting plate (22) and are symmetrically arranged on the reciprocating screw rod (20), and the top ends of the limiting rods (21) penetrate through the movable plate (17) and are fixedly connected with the bottom wall of the supporting plate (16).
3. A chute precipitation tank capable of reducing adhesion of sediments according to claim 1, wherein: the sewage treatment device is characterized in that a backflow mechanism is further arranged on the side wall of the sewage pipe (4), the backflow mechanism comprises a water pump (6) communicated with the side wall of the sewage pipe (4) through a guide pipe, one end of the water pump (6) away from the sewage pipe (4) is communicated with a backflow pipe (7), and the top end of the backflow pipe (7) extends to the upper portion of the flocculation tank (11).
4. A chute precipitation tank capable of reducing adhesion of sediments according to claim 3, wherein: the novel sewage treatment device is characterized in that a spherical valve (23) is rotatably arranged on the inner wall of the sewage discharge pipe (4), a first guide hole (24) and a second guide hole (25) are formed in the side wall of the spherical valve (23) in a penetrating mode, and the front end of the spherical valve (23) extends to the outside of the sewage discharge pipe (4) and is fixedly connected with a rotary table (5).
5. The inclined tube sedimentation tank capable of reducing sediment adhesion according to claim 4, wherein: one end of the first guide hole (24) is communicated with the conical mud bucket (3), the other end of the first guide hole (24) is communicated with the sewage draining pipe (4), one end of the second guide hole (25) is communicated with the conical mud bucket (3), and the other end of the second guide hole (25) is communicated with a guide pipe on the water pump (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321348982.4U CN220034171U (en) | 2023-05-30 | 2023-05-30 | Inclined tube sedimentation tank capable of reducing sediment adhesion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321348982.4U CN220034171U (en) | 2023-05-30 | 2023-05-30 | Inclined tube sedimentation tank capable of reducing sediment adhesion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220034171U true CN220034171U (en) | 2023-11-17 |
Family
ID=88726740
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321348982.4U Active CN220034171U (en) | 2023-05-30 | 2023-05-30 | Inclined tube sedimentation tank capable of reducing sediment adhesion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220034171U (en) |
-
2023
- 2023-05-30 CN CN202321348982.4U patent/CN220034171U/en active Active
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