Synthetic rutile wastewater sedimentation equipment

By introducing a breaking box and agitating leaves into the synthetic rutile wastewater settlement equipment, the problem of insufficient mixing of flocculant and wastewater is solved, the settlement effect and treatment efficiency are improved, and the efficient settlement of wastewater is achieved.

CN223292346UActive Publication Date: 2025-09-02GANSU BAILLIAN CHEM CO LTD
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Patent Information

Application Number
CN202422165982.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-04
Publication Date
2025-09-02
Estimated Expiration
2034-09-04

AI Technical Summary

Technical Problem

The existing synthetic rutile wastewater sedimentation equipment is not mixed with the wastewater after the flocculant is added, resulting in poor settlement effect and affecting the treatment efficiency.

Method used

A settlement device including a baffle box, a liquid dispensing box and agitating leaves was designed to promote the full mixing of wastewater and flocculant through the baffle board, and to improve the settlement effect by using the stirring leaves and scraper board, and combine it with the buffer box to slow down the influence of water inlet on the supernatant.

Benefits of technology

The full mixing of wastewater and flocculant is achieved, the settlement effect and treatment efficiency are improved, the disturbance of the supernatant is reduced, and the overall efficiency of wastewater treatment is improved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of wastewater treatment, in particular to synthetic rutile wastewater sedimentation equipment, which is characterized in that a clear water tank is fixedly connected to the outer side of a sedimentation tank, a drain pipe is connected to one side of the clear water tank, and a plurality of baffle plates are fixedly connected to two side walls in a baffle box in a staggered manner; one side of the baffling box is connected with a waste water pipeline, the lower end of the other side of the baffling box is fixedly connected with a sewer pipe, the lower ends of the first liquid preparation box and the second liquid preparation box are connected with the waste water pipeline through medicine discharging pipes, the sewer pipe extends into the sedimentation tank, the upper part of the sewer pipe is fixedly connected with a motor, and the output end of the motor is fixedly connected with a rotating shaft; the lower end of the rotating shaft is fixedly connected with the mud scraping plate. According to the utility model, the baffling box is arranged, the wastewater pipeline is connected with the baffling box, and the first liquid preparation box and the second liquid preparation box are connected with the wastewater pipeline, so that the full mixing of wastewater and sedimentation liquid medicine can be realized, the sedimentation effect is improved, and the wastewater treatment efficiency is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of wastewater treatment, in particular to synthetic rutile wastewater sedimentation equipment. Background Art

[0002] Synthetic rutile refers to a titanium-rich raw material produced by chemically removing most of the iron from ilmenite. Its composition and structural properties are identical to natural rutile. Its TiO2 content fluctuates between 91% and 96%, depending on the processing technique. It is a high-quality substitute for natural rutile and is widely used in the production of chloride-process titanium dioxide, as well as titanium tetrachloride, titanium metal, enamel products, welding rod coatings, and artificial rutile yellow pigment. The production of synthetic rutile generates a large amount of wastewater. Proper wastewater treatment not only addresses environmental concerns but also allows for wastewater reuse, reducing production costs. Currently, the first step in treating synthetic rutile wastewater is sedimentation. Flocculants are often added directly before sedimentation. This inadequate mixing of the flocculant with the wastewater results in poor sedimentation, impacting treatment efficiency. Therefore, there is a need for a synthetic rutile wastewater sedimentation device that ensures thorough mixing of the wastewater with additives, achieving optimal sedimentation and improving treatment efficiency. Utility Model Content

[0003] In response to the above technical problems, the utility model provides a synthetic rutile wastewater sedimentation equipment that can ensure that wastewater and additives are fully mixed, achieve good sedimentation effect, and improve treatment efficiency, so as to solve the problems of poor sedimentation effect and low wastewater treatment efficiency of existing synthetic rutile wastewater sedimentation equipment.

[0004] In order to solve the above technical problems, the utility model describes a synthetic rutile wastewater sedimentation equipment, including a sedimentation tank, the upper end of the sedimentation tank is a serrated structure, the lower end is connected to a mud discharge pipe, the outside of the sedimentation tank is fixedly connected to a clean water tank, one side of the clean water tank is connected to a drainage pipe, and also includes a deflection box, a first liquid distribution box, and a second liquid distribution box. The two side walls of the deflection box are staggered and fixedly connected with a number of deflectors, one side of the deflection box is connected to the wastewater pipe, and the lower end of the other side is fixedly connected to a sewer pipe, the lower ends of the first liquid distribution box and the second liquid distribution box are connected to the wastewater pipe through a downpipe, the sewer pipe extends into the sedimentation tank, the upper part of the sewer pipe is fixedly connected to a motor, the output end of the motor is fixedly connected to a rotating shaft, and the lower end of the rotating shaft is fixedly connected to a scraper.

[0005] Furthermore, a buffer box is fixedly connected to the lower portion of the sewer pipe, and the lower edge of the buffer box is lower than the sewer pipe.

[0006] Furthermore, a stirring blade is fixedly connected to the rotating shaft below the downpipe.

[0007] Furthermore, the lower end of the rotating shaft is connected to the input end of the reducer fixedly connected to the buffer box, and the output end of the reducer is fixedly connected to the scraper through a connecting shaft.

[0008] Furthermore, a plurality of connecting rods are fixedly connected to the upper inner portion of the sedimentation tank, and the connecting rods are fixedly connected to the annular baffle.

[0009] Furthermore, a valve and a booster pump are fixedly connected to the medicine delivery pipe.

[0010] Furthermore, the lower end of the sedimentation tank is arranged to be inclined downward toward the mud discharge pipe, and the lower end of the mud scraper is shaped in accordance with the bottom of the sedimentation tank.

[0011] Compared with the prior art, the present invention has the following advantages:

[0012] 1. The utility model sets a deflection box and connects the wastewater pipe to the deflection box. At the same time, a first liquid distribution box and a second liquid distribution box are set to connect to the wastewater pipe, which can achieve sufficient mixing of wastewater and sedimentation liquid, improve sedimentation effect, and enhance wastewater treatment efficiency.

[0013] 2. The utility model provides a buffer tank, which can reduce the impact of wastewater on the clarified supernatant in the upper part of the sedimentation tank when water continues to flow in, thereby improving the wastewater treatment efficiency; by fixing the stirring blades on the rotating shaft, it can further promote the full mixing of wastewater and sedimentation liquid. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 This is a schematic structural diagram of the utility model.

[0015] Figure 2 This is a top view of the baffle box of the utility model.

[0016] Figure 3 This is a top view of the sedimentation tank of the utility model.

[0017] Figure 4 This is a schematic diagram of the upper edge structure of the sedimentation tank of the utility model.

[0018] In the figure: 1. sedimentation tank, 2. clean water tank, 3. annular baffle, 4. deflector, 5. deflector, 6. wastewater pipe, 7. first liquid distribution tank, 8. first liquid distribution tank, 9. medicine discharge pipe, 10. valve, 11. booster pump, 12. sewer pipe, 13. buffer tank, 14. motor, 15. rotating shaft, 16. stirring blade, 17. reducer, 18. scraper, 19. mud discharge pipe, 20. drain pipe. DETAILED DESCRIPTION

[0019] The present invention will be further described below with reference to the accompanying drawings.

[0020] like Figure 1-4 The synthetic rutile wastewater sedimentation equipment shown includes a sedimentation tank 1, the upper end of the sedimentation tank 1 is a serrated structure, and the lower end is connected to a mud discharge pipe 19, a clean water tank 2 is sleeved on the outside of the sedimentation tank 1, and a drain pipe 20 is connected to one side of the clean water tank 2. It also includes a baffle box 4, a first liquid distribution box 7, and a second liquid distribution box 8. The two side walls of the baffle box 4 are staggered and fixedly connected with a number of baffles 5, one side of the baffle 5 is fixedly connected to the inner wall of the baffle box 4, and the other side is open to form a flow channel, one side of the baffle box 4 is connected to the wastewater pipe 6, and the lower end of the other side is fixedly connected to the sewer pipe 12, the lower ends of the first liquid distribution box 7 and the second liquid distribution box 8 are connected to the wastewater pipe 6 through the downpipe 9, the sewer pipe 12 extends into the sedimentation tank 1, and the upper part of the sewer pipe 12 is fixedly connected to the motor 14 through a connecting frame, the output end of the motor 14 is downward and fixedly connected to the rotating shaft 15, and the lower end of the rotating shaft 15 is fixedly connected to the scraper 18 located at the bottom of the sedimentation tank 1. It should be noted that, in this embodiment, in order to improve the processing efficiency, two downpipes 12 are fixedly connected to the lower end of the deflector box 4 .

[0021] To prevent continued water inflow from affecting the already clarified water in the upper portion of the sedimentation tank 1, a buffer tank 13 is fixedly connected to the lower portion of the downpipe 12, with the lower edge of the buffer tank 13 being lower than the downpipe 12. To ensure that the wastewater entering the sedimentation tank 1 is fully mixed with the flocculant and sodium carbonate, thereby enhancing the sedimentation effect, a stirring blade 16 is fixedly connected to the rotating shaft 15 below the downpipe 12. To prevent the scraper 18 from rotating too fast when driven by the rotating shaft 15, the lower end of the rotating shaft 15 is connected to the input end of a reducer 17 fixedly connected to the buffer tank 13. The output end of the reducer 17 is fixedly connected to the middle portion of the upper end of the scraper 18 via a connecting shaft.

[0022] To prevent impurities floating on the water surface in the sedimentation tank from entering the clean water tank 2, a number of connecting rods are fixedly connected to the upper inner portion of the sedimentation tank 1, and the connecting rods are fixedly connected to the annular baffle 3. It should be noted that the upper edge of the annular baffle 3 is higher than the upper edge of the sedimentation tank 1, and the lower edge of the annular baffle 3 is lower than the lowest point of the jagged shape of the sedimentation tank 1, so as to prevent floating impurities from passing through the annular baffle 3.

[0023] In order to facilitate the control of drug delivery and to facilitate more complete mixing of the incoming drug solution with the wastewater, a valve 10 and a booster pump 11 are fixedly connected to the drug delivery pipe 9 .

[0024] It should be noted that, in this embodiment, the first liquid distribution tank 7 is used to configure the flocculant liquid, and the second liquid distribution tank 8 is used to configure the sodium carbonate liquid. In order to facilitate the liquid distribution, the upper ends of the first liquid distribution tank 7 and the second liquid distribution tank 8 are fixedly connected to the water inlet, and a sealing end cover is provided on the water inlet. The first liquid distribution tank 7 and the second liquid distribution tank 8 are rotatably connected to the inside of the first liquid distribution tank 7 and the second liquid distribution tank 8, and one end of the stirring shaft of the stirring paddle passes through the box body and is fixedly connected to the output shaft of the stirring motor.

[0025] The working process of this embodiment is as follows:

[0026] In the process of treating synthetic rutile wastewater, the wastewater source is connected to the wastewater pipe 6, and the flocculant liquid is first prepared in the first liquid distribution box 7, and the sodium carbonate liquid is prepared in the second liquid distribution box 8. Then, the valve on the wastewater pipe 6 is started to operate, so that the wastewater enters the baffle box 4 from the wastewater pipe 6. At the same time, the valve 10 is opened and the booster pump 11 is started to operate, so that the prepared flocculant is mixed with sodium carbonate into the wastewater. At the same time, the mixed liquid is further fully mixed under the blocking effect of the baffle 5, and enters the sedimentation tank 1 from the downpipe 12, and the start The motor 14 runs, and the motor 14 drives the rotating shaft 15 to rotate, which in turn drives the stirring blade 16 to stir the wastewater entering the lower part of the sedimentation tank 1 to achieve sufficient mixing. At the same time, the reducer 17 drives the scraper 18 to rotate to scrape the sludge settled at the bottom of the sedimentation tank 1. The sludge enters the sludge discharge pipe 19. As the water level continues to rise, the clean water continues to enter the clean water tank 2 from the serrations on the upper edge of the sedimentation tank 1, and is discharged from the drain pipe 20 for the next step of treatment. The impurities floating on the water surface are blocked by the annular baffle 3 to prevent them from entering the clean water tank 2.

Claims

1. A synthetic rutile wastewater sedimentation device, comprising a sedimentation tank (1), wherein the upper end of the sedimentation tank (1) is a sawtooth structure and the lower end is connected to a mud discharge pipe (19), the outer side of the sedimentation tank (1) is fixedly connected to a clean water tank (2), and one side of the clean water tank (2) is connected to a drain pipe (20), characterized in that: The invention also comprises a baffle box (4), a first liquid distribution box (7), and a second liquid distribution box (8). The inner side walls of the baffle box (4) are staggered and fixedly connected with a plurality of baffle plates (5). One side of the baffle box (4) is connected to a wastewater pipe (6), and the lower end of the other side is fixedly connected to a downpipe (12). The lower ends of the first liquid distribution box (7) and the second liquid distribution box (8) are both connected to the wastewater pipe (6) through a downpipe (9). The downpipe (12) extends into the sedimentation tank (1). The upper part of the downpipe (12) is fixedly connected to a motor (14). The output end of the motor (14) is fixedly connected to a rotating shaft (15). The lower end of the rotating shaft (15) is fixedly connected to a scraper (18).

2. The synthetic rutile wastewater sedimentation equipment according to claim 1, characterized in that: A buffer box (13) is fixedly connected to the lower portion of the downpipe (12), and the lower edge of the buffer box (13) is lower than the downpipe (12).

3. The synthetic rutile wastewater sedimentation equipment according to claim 2, characterized in that: A stirring blade (16) is fixedly connected to the rotating shaft (15) below the downpipe (12).

4. The synthetic rutile wastewater sedimentation equipment according to claim 3, characterized in that: The lower end of the rotating shaft (15) is connected to the input end of a reducer (17) fixedly connected to the buffer box (13), and the output end of the reducer (17) is fixedly connected to the scraper (18) via a connecting shaft.

5. The synthetic rutile wastewater sedimentation equipment according to claim 1, characterized in that: A plurality of connecting rods are fixedly connected to the upper inner portion of the sedimentation tank (1), and the connecting rods are fixedly connected to the annular baffle (3).

6. The synthetic rutile wastewater sedimentation equipment according to claim 1, characterized in that: The medicine dispensing pipe (9) is fixedly connected with a valve (10) and a booster pump (11).

7. The synthetic rutile wastewater sedimentation equipment according to claim 1, characterized in that: The lower end of the sedimentation tank (1) is arranged to be inclined downward toward the direction of the mud discharge pipe (19), and the lower end of the mud scraper (18) is shaped in accordance with the bottom of the sedimentation tank (1).