Integrated steel rolling water filtering treatment device

By designing an integrated multi-stage filtration structure within the tank, the problems of large footprint and low efficiency of existing sewage treatment devices are solved, achieving efficient purification and resource-saving sewage treatment results.

CN223837159UActive Publication Date: 2026-01-27XINXING DUCTILE IRON PIPES XINJIANG
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Patent Information

Application Number
CN202520066321.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-13
Publication Date
2026-01-27
Estimated Expiration
2035-01-13

AI Technical Summary

Technical Problem

Existing industrial wastewater treatment equipment requires three tanks to complete the cleaning process, which takes up too much space and results in water waste and low efficiency.

Method used

An integrated steel rolling slurry filtration and treatment device was designed, which adopts a multi-stage filtration structure inside the tank, including a water storage filter element, a sterilization and purification layer and a backwashing system. Through multiple filtrations and circulating flushing, the device reduces the floor space and improves working efficiency.

Benefits of technology

It achieves efficient wastewater purification, reduces environmental pollution, reduces water waste, improves work efficiency, and lowers maintenance and operating costs.

✦ Generated by Eureka AI based on patent content.

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    Figure CN223837159U_ABST
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Abstract

The utility model belongs to the technical field of sewage treatment, and particularly discloses an integrated steel rolling water filtering treatment device which comprises a tank body, a main water inlet pipe penetrates through the tank body, an upper water inlet pipe and a lower water inlet pipe are communicated with the main water inlet pipe, a first water storage filtering piece and a second water storage filtering piece are arranged in the tank body, and a blow-off pipe penetrates through the tank body. A sterilization and purification layer is arranged in the tank body, a lower shell is arranged in the tank body, a main water outlet pipe is communicated with the lower shell, one end, far away from the lower shell, of the main water outlet pipe is communicated with a main water return pipe, an upper flushing pipe and a lower flushing pipe penetrate through the tank body, and both the upper flushing pipe and the lower flushing pipe are communicated with a backwashing main pipe; the backwashing main pipe is communicated with the main water return pipe; a booster pump is arranged on the backwashing main pipe; according to the utility model, precipitation, filtration and circulation are integrated, the purification of sewage is enhanced by two internal filtration procedures, the pollution to the environment after the sewage is discharged is reduced, the occupied area is reduced structurally, and the working efficiency is improved.
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Description

Technical Field

[0001] This utility model relates to the field of wastewater treatment technology, specifically to an integrated steel rolling water filtration and treatment device. Background Technology

[0002] With the acceleration of industrialization and population growth, wastewater discharge is constantly increasing, with industrial wastewater accounting for a considerable proportion. Industrial wastewater typically contains various toxic and harmful substances, such as heavy metals, organic matter, and grease. These substances not only pollute water bodies but also pose serious threats to aquatic life and human health. Therefore, it is of great significance to carry out effective treatment of industrial wastewater to reduce its negative impact on the environment and human health.

[0003] Chinese utility model patent with announcement number CN218709730U and application number 202222581010.1 discloses an industrial wastewater treatment and recycling discharge device, including a sewage tank, a sedimentation tank, and a cleaning tank. A base tank is fixedly connected to the bottom of each of the sewage tank, sedimentation tank, and cleaning tank. Drainage pipes are fixedly connected to the surfaces of each of the three tanks, and a sewage discharge pipe is fixedly connected to the surface of the base tank. A cap is fitted onto the top of each of the three tanks. An inlet pipe is fixedly connected to the end face of one cap of the sewage tank, a flushing pipe is fixedly connected to the end face of one cap of the sedimentation tank, and a return pump is fixedly connected to the end face of one cap of the cleaning tank. A return pipe is fixedly connected to the output end of the return pump. Wastewater enters the sewage tank for primary filtration, then enters the sedimentation tank for secondary filtration, and finally passes through the cleaning tank for final filtration. The wastewater is then circulated back to the sewage tank and sedimentation tank through the return pipe for rinsing and cleaning.

[0004] This patented technology filters and degrades industrial wastewater multiple times, and the wastewater tank and sedimentation tank can be cleaned through the cleaning tank, realizing the recycling of wastewater. However, there are still some problems in the use of this technology: three tanks are required to complete the entire cleaning process, and the device occupies too much space. Utility Model Content

[0005] The purpose of this utility model is to provide an integrated steel rolling slurry filtration and treatment device to solve the problem that three tanks are needed to complete the entire cleaning process and the device occupies too much space.

[0006] To achieve the above objectives, the basic solution provided by this utility model is as follows: an integrated steel rolling slurry filtration and treatment device, comprising a tank body, a main inlet pipe running through the tank body, a main inlet valve installed on the main inlet pipe, an upper inlet pipe and a lower inlet pipe connected to the main inlet pipe, a water storage filter element one and a water storage filter element two installed inside the tank body, the end of the upper inlet pipe away from the main inlet pipe connected to the water storage filter element one, and the end of the lower inlet pipe away from the main inlet pipe connected to the water storage filter element two, a drain pipe running through the tank body, a drain valve installed on the drain pipe, an upper outlet pipe and a lower outlet pipe connected to the drain pipe, the upper outlet pipe being away from the drain pipe... One end of the pipe is connected to the first water storage filter element, and the end of the lower outlet pipe away from the sewage pipe is connected to the second water storage filter element. The tank is equipped with a sterilization and purification layer, which is located below the first and second water storage filters. The tank is equipped with a lower shell, and a main outlet pipe is connected to the lower shell. A main outlet valve is installed on the main outlet pipe. The end of the main outlet pipe away from the lower shell is connected to a main return water pipe. An upper flushing pipe and a lower flushing pipe run through the tank. Both the upper flushing pipe and the lower flushing pipe are connected to a backwash main pipe. The backwash main pipe is connected to the main return water pipe. A booster pump is installed on the backwash main pipe, and a backwash water valve is installed on the backwash main pipe.

[0007] The principle and beneficial effects of this utility model are as follows: Wastewater flows into the main inlet pipe, and then enters the first and second water storage filter elements through the upper and lower inlet pipes respectively for the first stage of sedimentation and filtration. The settled sludge is discharged through the sludge discharge pipe. The sludge-free water flows through the upper and lower outlet pipes to the sewage discharge pipe, and then through the screen pipe into the sterilization and purification layer for the second stage of filtration. The water after the second filtration flows from the main outlet pipe to the main return pipe, and a portion of it enters the backwash main pipe through the booster pump. It then flows back into the tank through the upper and lower flushing pipes to flush away the sludge and scale adhering to the inside. The flushing water undergoes two more filtrations and is finally discharged through the main outlet pipe. This tank flushing device, which integrates sedimentation, filtration, and circulation, enhances wastewater purification through two internal filtration processes, reduces environmental pollution after wastewater discharge, reduces the footprint, and the circulating flushing reduces water waste and increases work efficiency.

[0008] Option 2, an optimized version of the basic option, includes a water storage filter element one comprising an inclined tube packing layer with a sleeve running through it. A water storage tank is connected inside the sleeve, and a water collection trough is located on the sleeve. A sludge collection hopper is located inside the tank, below the inclined tube packing layer. A sludge discharge pipe is connected to one side of the sludge collection hopper, and a sludge discharge valve is installed on the discharge pipe. The end of the discharge pipe furthest from the sludge collection hopper passes through the tank body. Water storage filter element one has the same structure as water storage filter element two, but it is located above it. Two inlet pipes connect to the sludge collection hopper and the water storage tank, respectively. Wastewater flows from the water storage tank to the sludge collection hopper. As the water rises, it first passes through the inclined tube packing layer, where sludge in the wastewater is simply adhered, before flowing into the water collection trough. Using two sets of water storage filters allows for the simultaneous filtration of large quantities of water in batches, increasing work efficiency.

[0009] Option 3, a preferred option of Option 2, comprises an inclined tube packing layer consisting of two partitions with several through holes, and several ceramic inclined tubes positioned between the partitions. Wastewater flows into the inclined tube packing layer through the through holes in the partitions, where the sludge is separated from the wastewater by the ceramic inclined tubes. The ceramic material of the inclined tubes is chosen for its strong adsorption capacity, which increases the adhesion of sludge and enhances the separation effect between water and sludge.

[0010] Option 4, an optimized version of the basic option, includes a sterilization and purification layer comprising a support plate connected to the inner wall of the tank. Several porous fiber balls are placed on the support plate, and several filter caps are threaded through it. A support rod is located at the bottom of the support plate and connected to the lower shell. Using porous fiber balls for secondary filtration and purification of wastewater allows for high-precision filtration, effectively removing bacteria, viruses, and large organic molecules. The filtration speed is also fast; compared to filters using quartz sand or anthracite, porous fiber balls can maintain a longer filtration cycle. The filter caps are made of stainless steel, which is corrosion-resistant, not easily damaged, extends service life, and reduces operating costs.

[0011] Option 5, a preferred option to Option 2, involves a drain pipe connected to a four-way pipe at one end inside the tank. Three screen pipes are connected to the other channels of the four-way pipe, and all three screen pipes are connected to the inner wall of the tank. The screen pipes can filter and isolate unsettled particulate impurities in the wastewater, preventing clogging and reducing maintenance frequency and costs during operation.

[0012] Option six, an optimal choice from the basic option, features a chemical inlet at one end of the main water inlet pipe located outside the tank. Introducing a catalyst to accelerate the separation of precipitates through this inlet enhances the separation effect.

[0013] Option 7, an optimal choice from the basic option, features a float-type vent valve at the top of the tank. During operation, this valve allows air generated inside the tank to escape, ensuring smooth water flow and preventing air blockages and pressure instability.

[0014] Option 8, a preferred option of the basic design, features two manholes on one side of the tank and a third manhole at the top, with manhole 1 located above manhole 2. Having manholes in three directions allows for multi-faceted observation of the wastewater filtration and structural condition within the tank. Attached Figure Description

[0015] Figure 1 This is a top view of the tank in an integrated steel rolling slurry filtration and treatment device of this utility model;

[0016] Figure 2 yes Figure 1 Sectional view of line AA in the middle;

[0017] Figure 3 This is a structural diagram of an integrated steel rolling slurry filtration and treatment device according to the present invention. Detailed Implementation

[0018] The present invention will be further described in detail below through specific embodiments:

[0019] The reference numerals in the accompanying drawings of the instruction manual include: 1. Tank body, 2. Main inlet pipe, 3. Upper inlet pipe, 4. Lower inlet pipe, 5. Sewage pipe, 6. Upper outlet pipe, 7. Lower outlet pipe, 8. Screen pipe, 9. Lower shell, 10. Main outlet pipe, 11. Main return pipe, 12. Upper flushing pipe, 13. Lower flushing pipe, 14. Backwash main pipe, 15. Baffle plate, 16. Sleeve, 17. Water storage tank, 18. Water collection tank, 19. Sludge collection hopper, 20. Four-way pipe, 21. Ceramic inclined tube, 22. Sludge discharge pipe, 23. Support plate, 24. Chemical inlet, 25. Float vent valve, 26. Manhole 1, 27. Manhole 2, 28. Porous fiber ball, 29. Filter cap, 30. Support rod, 31. Manhole 3, 32. Booster pump.

[0020] Example

[0021] The basic implementation examples are as follows: Figure 1 To be continued Figure 3As shown: An integrated steel rolling slurry filtration and treatment device includes a tank body 1, a main inlet pipe 2 passing through the tank body 1, a main inlet valve installed on the main inlet pipe 2, an upper inlet pipe 3 and a lower inlet pipe 4 connected to the main inlet pipe 2, a water storage filter element 1 and a water storage filter element 2 installed inside the tank body 1, the end of the upper inlet pipe 3 away from the main inlet pipe 2 connected to the water storage filter element 1, and the end of the lower inlet pipe 4 away from the main inlet pipe 2 connected to the water storage filter element 2, a drain pipe 5 passing through the tank body 1, a drain valve installed on the drain pipe 5, an upper outlet pipe 6 and a lower outlet pipe 7 connected to the drain pipe 5, the end of the upper outlet pipe 6 away from the drain pipe 5 connected to the water storage filter element 1, and the end of the lower outlet pipe 7 away from the drain pipe 5 connected to the water storage filter element 1. The filter element 2 is connected. A sterilization and purification layer is located inside the tank body 1, below the water storage filter element 1 and the water storage filter element 2. The tank body 1 has a lower shell 9, with a main outlet pipe 10 connected to it. A main outlet valve is installed on the main outlet pipe 10. The end of the main outlet pipe 10 furthest from the lower shell 9 is connected to a main return pipe 11. An upper flushing pipe 12 and a lower flushing pipe 13 pass through the tank body 1. Both the upper flushing pipe 12 and the lower flushing pipe 13 are connected to a backwash main pipe 14, which is connected to the main return pipe 11. A booster pump 32 is installed on the backwash main pipe 14, and a backwash water valve is installed on it. The water storage filter element 1 includes an inclined tube packing layer, with a sleeve 16 passing through it. A water storage tank 17 is connected inside the pipe 16, and a water collection tank 18 is provided on the sleeve 16. A sludge collection hopper 19 is provided inside the tank body 1. The sludge collection hopper 19 is located below the inclined tube packing layer. A sludge discharge pipe 22 is connected to one side of the sludge collection hopper 19. A sludge discharge valve is provided on the sludge discharge pipe 22. The end of the sludge discharge pipe 22 away from the sludge collection hopper 19 passes through the tank body 1. The first water storage filter element and the second water storage filter element have the same structure. The first water storage filter element is located above the second water storage filter element. Two water inlet pipes pass through the sludge collection hopper 19 and are connected to the water storage tank 17. The inclined tube packing layer includes two partitions 15. Several through holes are opened on the two partitions 15. Several ceramic inclined tubes 21 are provided between the two partitions 15. The sterilization and purification layer includes a support plate 23. The support plate 23 and The inner wall of the tank 1 is connected to a support plate 23 on which several porous fiber balls 28 are placed. Several filter caps 29 are passed through the support plate 23. The filter caps 29 are made of stainless steel. A support rod 30 is provided under the support plate 23. The support rod 30 is connected to the lower shell 9. The drain pipe 5 is located inside the tank 1 and is connected to a four-way pipe 20. Three screen pipes 8 are connected to the other channels of the four-way pipe 20. All three screen pipes 8 are connected to the inner wall of the tank 1. The main water inlet pipe 2 is located outside the tank 1 and has a medicine inlet 24. The tank 1 is equipped with a float vent valve 25. Manhole 1 26 and Manhole 27 are provided on one side of the tank 1. Manhole 31 is provided on the top of the tank 1. Manhole 1 26 is located above Manhole 27.

[0022] The specific implementation method of this embodiment is as follows:

[0023] 1. During wastewater filtration and purification, the initial wastewater is diverted from the main inlet pipe 2 to the upper inlet pipe 3 and the lower inlet pipe 4. Wastewater entering the upper inlet pipe 3 first flows into the storage tank 17, where it accumulates. When the water reaches the opening of the storage tank 17, it flows downwards along the gap between the storage tank 17 and the sleeve 16 to the sludge collection hopper 19. As wastewater is input, the water level in the sludge collection hopper 19 rises, flowing upwards through the through-hole of the baffle 15. As it passes through the ceramic inclined tube 21, sludge is adsorbed. The adsorbed sludge settles into the sludge collection hopper 19. The wastewater that has adsorbed sludge continues to rise, flowing into the collection tank 18, and then from the upper outlet pipe 6 to the sewage discharge pipe 5. The wastewater in the lower inlet pipe 4 and... The sewage from the upper inlet pipe 3 undergoes the same process, and then flows from the lower outlet pipe 7 into the drain pipe 5. At this time, the drain pipe 5 and the sludge discharge pipe 22 are closed. The sewage from the drain pipe 5 is diverted through the four-way pipe 20 into several screen pipes 8. After passing through the screen pipes 8, it flows downward into the sterilization and purification layer. Several porous fiber balls 28 perform final sterilization and purification on the sewage. The purified water flows downward into the lower shell 9 through several filter caps 29, and finally is discharged into the water storage tank from the main outlet pipe 10. When all the water is discharged, the main inlet pipe 2 and the main outlet pipe 10 are closed, and the drain pipe 5 and the sludge discharge pipe 22 are opened. The sludge in the tank 1 is discharged from the sludge discharge pipe 22, and the sewage remaining in the tank 1 is discharged from the drain pipe 5.

[0024] 2. During backwashing, close the main inlet pipe 2 and the main outlet pipe 10. Part of the water flows through the pressure in the main return pipe 11 to the next tank. There are 16 identical tanks in series. Part of the water is drawn back from the backwash main pipe 14 by the booster pump 32. The drawn-back water is sprayed into the tank 1 from the upper flushing pipe 12 and the lower flushing pipe 13 respectively, cleaning the scale attached to the inner wall, inclined plate filter layer, sterilization and purification layer and other internal components of the tank 1 in sequence. The wastewater after cleaning is discharged from the drain pipe 5 and the sludge is discharged from the sludge discharge pipe 22. After the wastewater is discharged, the next round of wastewater filtration process can begin.

[0025] The above descriptions are merely embodiments of this utility model, and common knowledge regarding specific structures and characteristics is not elaborated upon here. It should be noted that those skilled in the art can make various modifications and improvements without departing from the structure of this utility model, and these should also be considered within the scope of protection of this utility model. These modifications will not affect the effectiveness of the implementation of this utility model or the practicality of the patent. The scope of protection claimed in this application shall be determined by the content of its claims, and the specific embodiments described in the specification can be used to interpret the content of the claims.

Claims

1. An integrated steel rolling slurry filtration and treatment device, characterized in that, The system includes a tank body (1), through which a main water inlet pipe (2) is installed. A main water inlet valve is installed on the main water inlet pipe (2). An upper water inlet pipe (3) and a lower water inlet pipe (4) are connected to the main water inlet pipe (2). A water storage filter element one and a water storage filter element two are installed inside the tank body (1). The end of the upper water inlet pipe (3) away from the main water inlet pipe (2) is connected to the water storage filter element one. The end of the lower water inlet pipe (4) away from the main water inlet pipe (2) is connected to the water storage filter element two. A drain pipe (5) is installed through the tank body (1). A drain valve is installed on the drain pipe (5). An upper water outlet pipe (6) and a lower water outlet pipe (7) are connected to the drain pipe (5). The end of the upper water outlet pipe (6) away from the drain pipe (5) is connected to the water storage filter element one. The lower water outlet pipe (7) away from the drain pipe (5) is connected to the water storage filter element one. One end of the tank is connected to the second water storage filter element. The tank body (1) is provided with a sterilization and purification layer. The sterilization and purification layer is located below the first water storage filter element and the second water storage filter element. The tank body (1) is provided with a lower shell (9). The lower shell (9) is connected to a main water outlet pipe (10). The main water outlet pipe (10) is provided with a main water outlet valve. The end of the main water outlet pipe (10) away from the lower shell (9) is connected to a main return water pipe (11). The tank body (1) is connected to an upper flushing pipe (12) and a lower flushing pipe (13). The upper flushing pipe (12) and the lower flushing pipe (13) are both connected to a backwash main pipe (14). The backwash main pipe (14) is connected to the main return water pipe (11). The backwash main pipe (14) is provided with a booster pump (32). The backwash main pipe (14) is provided with a backwash water valve.

2. The integrated steel rolling slurry filtration and treatment device according to claim 1, characterized in that, The first water storage filter element includes an inclined tube packing layer, through which a sleeve (16) passes. A water storage tank (17) is connected inside the sleeve (16), and a water collection tank (18) is provided on the sleeve (16). A mud collection hopper (19) is provided inside the tank body (1). The mud collection hopper (19) is located below the inclined tube packing layer. A mud discharge pipe (22) is connected to one side of the mud collection hopper (19). A mud discharge valve is provided on the mud discharge pipe (22). The end of the mud discharge pipe (22) away from the mud collection hopper (19) passes through the tank body (1). The first water storage filter element has the same structure as the second water storage filter element. The first water storage filter element is located above the second water storage filter element. The two water inlet pipes pass through the mud collection hopper (19) and are connected to the water storage tank (17).

3. The integrated steel rolling slurry filtration and treatment device according to claim 2, characterized in that, The inclined tube packing layer includes two partitions (15), with several through holes on the two partitions (15), and several ceramic inclined tubes (21) are provided between the two partitions (15).

4. The integrated steel rolling slurry filtration and treatment device according to claim 1, characterized in that, The sterilization and purification layer includes a support plate (23), which is connected to the inner wall of the tank (1). Several porous fiber balls (28) are placed on the support plate (23), and several filter caps (29) are passed through the support plate (23). A support rod (30) is provided at the bottom of the support plate (23), and the support rod (30) is connected to the lower shell (9).

5. The integrated steel rolling slurry filtration and treatment device according to claim 2, characterized in that, The drain pipe (5) is connected to a four-way pipe (20) at one end inside the tank (1). Three screen pipes (8) are connected to the other channels of the four-way pipe (20). All three screen pipes (8) are connected to the inner wall of the tank (1).

6. The integrated steel rolling slurry filtration and treatment device according to claim 1, characterized in that, The main water inlet pipe (2) has a medicine inlet (24) at one end outside the tank body (1).

7. The integrated steel rolling slurry filtration and treatment device according to claim 1, characterized in that, The tank (1) has a float vent valve (25) at the top.

8. The integrated steel rolling slurry filtration and treatment device according to claim 1, characterized in that, The tank (1) has a manhole one (26) and a manhole two (27) on its top. The top of the tank (1) is provided with a manhole three (31), and the manhole one (26) is located above the manhole two (27).

Citation Information

Patent Citations

  • Industrial wastewater treatment, cyclic utilization and discharge equipment

    CN218709730U