Automatic deslagging device of baffling advancing type BDD wastewater treatment equipment

By introducing a slag discharge frame, slag discharge pipe, and buoyancy adjustment components into the BDD wastewater treatment equipment, and combining them with a circulating pump to achieve automatic slag discharge, the problem of slag accumulation is solved, and the treatment efficiency and equipment lifespan are improved.

CN223780033UActive Publication Date: 2026-01-09HU-NAN NEW FRONTIER SCI & TECH LTD
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Patent Information

Application Number
CN202423215321.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-12-25
Publication Date
2026-01-09
Estimated Expiration
2034-12-25

AI Technical Summary

Technical Problem

Existing flow-through BDD wastewater treatment equipment cannot automatically remove scum, leading to scum accumulation, which affects equipment operation and reduces biodegradation efficiency.

Method used

Add a slag discharge frame, slag discharge pipe, buoyancy adjustment component, and circulation pump to the wastewater treatment equipment. Adjust the position of the slag discharge frame by adjusting the buoyancy adjustment component, and combine it with the circulation pump to suck up the floating slag to achieve automatic slag discharge.

Benefits of technology

It effectively prevents scum from accumulating in the reaction tank, improves wastewater treatment efficiency, adapts to dynamic needs of different water levels and scum generation, and extends equipment service life.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an automatic deslagging device of a baffling advancing type BDD wastewater treatment device, which comprises a reaction tank and a pump, a plurality of electrolysis modules and deslagging frames are arranged in the reaction tank, the deslagging frames are arranged above the electrolysis modules, the bottoms of the deslagging frames are closed panels, the side edges of the deslagging frames are zigzag, the deslagging frames are connected with deslagging pipes, and the deslagging pipes are connected with the pump. A slag discharging opening of the slag discharging pipe is located outside the reaction tank, the slag discharging pipe is connected with the pump, the pump is used for sucking waste water containing scum in the reaction tank, the two sides of the slag discharging frame are connected with buoyancy adjusting assemblies, and the buoyancy adjusting assemblies are used for adjusting the position of the slag discharging frame. The utility model solves the problem that the existing wastewater treatment equipment cannot automatically discharge slag.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of sewage treatment, especially to a kind of automatic deslagging device of BDD wastewater treatment equipment of deflection travel. BACKGROUND

[0002] BDD is a kind of electrochemical oxidation method, is a kind of potential high concentration / difficultly biodegradable organic wastewater treatment technology, especially suitable for the place that conventional biochemical means is difficult to handle. At present in BDD application, using deflection travel electrochemical wastewater treatment equipment to treat wastewater, by part of biological rotating disc is immersed in wastewater, using the microorganism membrane on biological rotating disc to treat wastewater, but the dross on the surface of this equipment cannot be discharged by water flow when running, long-term operation can cause dross accumulation to affect the normal operation of equipment, reduce the contact area of microorganism and wastewater, reduce the biological degradation efficiency. SUMMARY

[0003] The utility model discloses a kind of automatic deslagging device of BDD wastewater treatment equipment of deflection travel, to solve the problem that current wastewater treatment equipment cannot automatically deslag.

[0004] To achieve the above object, the utility model provides a kind of automatic deslagging device of BDD wastewater treatment equipment of deflection travel, comprising: reaction tank and pump, the reaction tank is equipped with several electrolytic modules and deslagging frame, the deslagging frame is located above the electrolytic module, the bottom of the deslagging frame is closed panel, side is zigzag, the deslagging frame is connected with deslagging pipe, the deslagging port of the deslagging pipe is located outside the reaction tank, the deslagging pipe is connected with the pump, the pump is used to suck the wastewater containing dross in the reaction tank, the two sides of the deslagging frame are connected with buoyancy adjustment component, and the buoyancy adjustment component is used to adjust the position of the deslagging frame.

[0005] Optionally, the buoyancy adjustment component includes float box and guide component, the float box is connected with the two sides of the deslagging frame, and the guide component is arranged on one side of the float box.

[0006] Optionally, the guide component includes guide rod and guide sleeve, the guide sleeve is connected with the two sides of the deslagging frame, and the guide sleeve is sleeved on the guide rod, and the guide sleeve is used to move up and down along the guide rod.

[0007] Optionally, one end of the deslagging pipe is connected with a flexible joint, and the other end of the flexible joint is connected with the deslagging frame.

[0008] Optionally, the pump is a circulating pump, and an inlet pipe is arranged on the circulating pump and communicates with the deslagging pipe.

[0009] Optionally, a slag discharge pipeline is further included, one end of the slag discharge pipeline is communicated with the slag discharge pipe, and the other end is communicated with the inlet pipe.

[0010] Optionally, an electric valve is further included, the electric valve includes a first electric valve and a second electric valve, the first electric valve is arranged on the slag discharge pipeline, and the second electric valve is arranged on the inlet pipe.

[0011] Optionally, a filter is further included, the circulating pump is communicated with the filter, and the filter is used for filtering the slagged wastewater.

[0012] Optionally, the reaction tank is respectively provided with a water inlet pipe and a water outlet pipe at two ends, the water inlet pipe is connected with an external water source, and the water outlet pipe is communicated with the circulating pump.

[0013] Optionally, a plurality of transverse partitions and longitudinal partitions are arranged in the reaction tank, the transverse partitions and the longitudinal partitions intersect to divide the reaction tank into a plurality of reaction chambers, the electrolysis module is arranged in the reaction chamber, the longitudinal partitions include a first longitudinal partition and a second longitudinal partition, one end of the first longitudinal partition is connected with the top end of the reaction tank, and the other end is arranged at the bottom of the reaction tank in a spaced mode, one end of the second longitudinal partition is arranged at the top end of the reaction tank in a spaced mode, and the other end is connected with the bottom of the reaction tank.

[0014] The beneficial effects of the present application are as follows: the slag discharge structure of the existing wastewater treatment equipment is improved, a slag discharge frame, a slag discharge pipe, a buoyancy adjusting assembly and a circulating pump are added in the wastewater treatment equipment, the slag discharge frame, the slag discharge pipe and the circulating pump are combined, the slag discharge frame can collect and discharge the floating slag on the water surface in the reaction tank, and accumulation of the floating slag in the reaction tank is avoided; the buoyancy adjusting assembly can adjust the position of the slag discharge frame, the device can adapt to dynamic requirements of different water level changes and floating slag production amounts, and the treatment efficiency of the wastewater is improved. BRIEF DESCRIPTION OF DRAWINGS

[0015] In order to more clearly illustrate the technical scheme in the embodiments of the present application or the prior art, the drawings needed to be used in the embodiments or the prior art description will be briefly introduced as follows. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained according to the structures shown in the drawings without creative labor for those skilled in the art.

[0016] Figure 1 It is a front view of the automatic slag discharge device of the BDD wastewater treatment equipment of the present application;

[0017] Figure 2 It is a front view of the automatic slag discharge device of the BDD wastewater treatment equipment of the present application; Figure 1 It is an enlarged view of part A in the figure;

[0018] Figure 3 is a front view of the slag discharge frame;

[0019] Figure 4 is a plan view of the automatic slag discharging device of the zigzag advancing type BDD wastewater treatment equipment of the utility model;

[0020] Figure 5 is a side view of the automatic slag discharging device of the zigzag advancing type BDD wastewater treatment equipment of the utility model;

[0021] Label explanation:

[0022] 1, reaction tank; 11, longitudinal partition; 111, first longitudinal partition; 112, second longitudinal partition; 12, transverse partition; 13, water inlet pipe; 14, water outlet pipe; 2, electrolysis module; 3, slag discharge frame; 4, buoyancy adjusting assembly; 41, buoyancy tank; 42, guide component; 421, guide rod; 422, guide sleeve; 5, flexible joint; 6, pump; 61, inlet pipe; 7, filter; 71, pressure gauge; 8, slag discharge pipeline; 91, first electric valve; 92, second electric valve; 10, slag discharge pipe;

[0023] The utility model discloses the realization, functional characteristics and advantages will be further explained in combination with the embodiment, reference drawing. DETAILED DESCRIPTION

[0024] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of the utility model.

[0025] It should be noted that if the embodiments of the utility model involve directional indications (such as up, down, left, right, front, back, etc.), the directional indications are only used to explain the relative position relationship, movement condition, etc. between the components in a certain specific posture (as shown in the drawings). If the specific posture changes, the directional indications will also change accordingly.

[0026] In addition, if the description of "first", "second" and the like is involved in the embodiments of the present application, the description of "first", "second" and the like is only for the purpose of description, and cannot be understood as indicating or implying the relative importance of the indicated technical features or implicitly indicating the number of the indicated technical features. Therefore, the features limited by "first", "second" can be explicitly or implicitly included at least one of the features. In addition, the meaning of "and / or" appearing throughout the text is that it includes three parallel schemes, for example, "A and / or B" includes A scheme, or B scheme, or A and B schemes are satisfied at the same time. In addition, the technical solutions of each embodiment can be combined with each other, but it must be based on the realization of the ordinary skilled in the art, when the combination of technical solutions appears contradictory or unachievable, it should be considered that the combination of technical solutions does not exist, and is not within the protection scope required by the present application.

[0027] Referring to Figures 1-5 An embodiment of the present application provides an automatic slag discharge device of a baffle traveling type BDD wastewater treatment equipment, which comprises a reaction tank 1 and a pump 6, a plurality of electrolysis modules 2 and a slag discharge frame 3 are arranged in the reaction tank 1, the slag discharge frame 3 is arranged above the electrolysis modules 2, the bottom of the slag discharge frame 3 is a closed panel, and the side edges are sawtooth-shaped, the slag discharge frame 3 is connected with a slag discharge pipe 10, the slag discharge opening of the slag discharge pipe 10 is located outside the reaction tank 1, the slag discharge pipe 10 is connected with the pump 6, the pump 6 is used for pumping wastewater containing floating slag in the reaction tank 1, and the two sides of the slag discharge frame 3 are connected with a buoyancy adjusting assembly 4, and the buoyancy adjusting assembly 4 is used for adjusting the position of the slag discharge frame 3.

[0028] The embodiment improves the slag discharge structure of the existing wastewater treatment equipment, and increases the slag discharge frame 3, the slag discharge pipe 10, the buoyancy adjusting assembly 4 and the circulating pump in the wastewater treatment equipment, wherein the slag discharge frame 3, in combination with the slag discharge pipe 10 and the circulating pump, can collect and discharge the floating slag floating on the water surface in the reaction tank 1, so that the accumulation of the floating slag in the reaction tank 1 is avoided, the buoyancy adjusting assembly 4 can adjust the position of the slag discharge frame 3, so that the device can adapt to the dynamic requirements of different water level changes and floating slag production amounts, and the treatment efficiency of the wastewater is improved.

[0029] In the embodiment, the slag discharge frame 3 floats on the water surface, the slag discharge opening of the slag discharge frame 3 is located below the water surface, the slag discharge frame 3 can be made of corrosion-resistant material, so that it can withstand the corrosion of chemical substances in the wastewater for a long time, and the service life of the equipment is prolonged. Figure 3 The bottom of the slag discharge frame 3 is a closed panel, and the side edges are sawtooth-shaped, so that the floating slag in the wastewater can be collected into the slag discharge frame 3 through the sawtooth-shaped edges.

[0030] Further, the buoyancy adjusting assembly 4 comprises a float box 41 and a guide component 42. The float box 41 is connected to both sides of the slagging frame 3, and the guide component 42 is arranged on one side of the float box 41 to provide a path and support for the lifting and lowering movement of the float box 41 and the slagging frame 3, ensuring the stability of the slagging frame 3 during lifting and lowering, and preventing damage to the equipment or low processing efficiency caused by deflection or jamming. In this embodiment, the float box 41 is used to provide buoyancy for the slagging frame 3, wherein the height of the float box 41 is higher than the water surface and the slagging frame 3, which can effectively prevent the slagging frame 3 from tilting or sinking due to insufficient buoyancy or water flow impact. Specifically, in this embodiment, the float box 41 can be fixedly connected to the slagging frame 3 by screws, welding or other fasteners, or can be movably connected to the slagging frame 3 by sliding or hinging, and the connection mode is not limited here.

[0031] Further, the guide component 42 comprises a guide rod 421 and a guide sleeve 422. The guide sleeve 422 is connected to both sides of the slagging frame 3, and the guide sleeve 422 is located on one side of the float box 41. The guide sleeve 422 is sleeved on the guide rod 421, and the guide sleeve 422 is used to move up and down along the guide rod 421. In this embodiment, the guide sleeve 422 is fixed on both sides of the slagging frame 3 and is sleeved on the guide rod 421. The inner diameter of the guide sleeve 422 is slightly larger than the outer diameter of the guide rod 421 to ensure smooth movement of the slagging frame 3 when moving up and down. Specifically, the guide sleeve 422 is made of anti-slip material, and when the guide sleeve 422 is sleeved on the guide rod 421, the guide sleeve 422 and the guide rod 421 have friction between them, which can prevent the slagging frame 3 from suddenly accelerating or decelerating during movement due to external forces, thereby maintaining the stability of its movement. When the float box 41 provides buoyancy for the slagging frame 3, the slagging frame 3 will move up and down along the guide rod 421. Due to the presence of the guide sleeve 422, the movement trajectory of the slagging frame 3 is limited within the range of the guide rod 421, thereby ensuring the accurate position of the slagging frame. In addition, the guide sleeve 422 can also absorb and buffer the impact force generated during the movement of the slagging frame 3 to a certain extent, protecting the guide rod 421 and the slagging frame 3 from damage.

[0032] Further, one end of the slag discharge pipe 10 is connected with a flexible joint 5, and the other end of the flexible joint 5 is connected with the slag discharge frame 3. In the embodiment, the flexible joint 5 is used to compensate the position change of the slag discharge frame 3 when the slag discharge frame 3 moves up and down. The slag discharge frame 3 needs to move up and down under the action of buoyancy under the water surface, and the slag discharge pipe 10 is usually fixed outside the reaction tank 1. When the slag discharge frame 3 moves up and down, the flexible joint 5 can flexibly stretch and bend to adapt to the constantly changing relative position between the slag discharge frame 3 and the slag discharge pipe 10, so that the slag discharge frame 3 can be effectively connected with the slag discharge pipe 10 regardless of the height of the slag discharge frame 3, thereby smoothly discharging the scum, reducing the labor intensity of the operator, and improving the treatment efficiency of the wastewater.

[0033] Further, the pump 6 is a circulating pump, and an inlet pipe 61 is arranged on the circulating pump, the inlet pipe 61 is communicated with the slag discharge pipe 10, and the circulating pump is used to suck the wastewater containing scum in the reaction tank 1. In the embodiment, the wastewater containing scum in the reaction tank 1 can be sucked and circulated by adding the circulating pump, so as to promote the removal of pollutants and the separation of scum in the wastewater.

[0034] Further, a filter 7 is further included, the circulating pump is communicated with the filter 7, and the filter 7 is used to filter the scum wastewater. Specifically, when the scum wastewater enters the filter 7 from the circulating pump, the wastewater first passes through the filter medium (such as a filter bag, a filter screen or a filter layer), which can intercept the suspended solids and particulate matters in the wastewater, so that these impurities are accumulated on the surface of the filter medium to form a filter layer, and at the same time, the dissolved pollutants in the wastewater can also be removed by the filter medium through adsorption, chemical reaction and the like. The wastewater after the filtration treatment flows out from the outlet of the filter 7 and enters the water inlet pipe 12 of the reaction tank 1 for recycling treatment. In order to ensure the continuous and efficient operation of the filter 7, the filter bag needs to be cleaned regularly.

[0035] In the embodiment, a pressure gauge 71 is further arranged on the filter 7, which is used to monitor the working pressure and filtration efficiency of the filter 7 in real time. When the pressure abnormally rises or falls, it means that there may be blockage, leakage or other faults in the filter 7, and the filter 7 needs to be repaired in time. By comparing the inlet pressure and the outlet pressure, the resistance loss of the filter 7 can be calculated, and then the filtration efficiency of the filter 7 can be evaluated. The greater the resistance loss is, the higher the blockage degree of the filter 7 is, and the filter medium needs to be cleaned or replaced. At the same time, when the pressure of the filter 7 reaches the upper limit pressure, the control system can send an alarm signal to remind the user to clean the filter medium in time.

[0036] Further, a slag discharge pipeline 8 is provided, one end of which is communicated with the slag discharge pipeline 10 and the other end of which is communicated with the inlet pipeline 61. In this embodiment, when the slag discharge frame 3 moves up and down under the action of buoyancy, the floating slag is collected into the slag discharge frame 3. Then, the floating slag in the slag discharge frame 3 is transported into the inlet pipeline 61 of the circulating pump through the slag discharge pipeline 8 by suction of the circulating pump. Under the action of the circulating pump 6, the floating slag is sucked and pressurized together with the wastewater to form a wastewater mixture containing floating slag and is transported into the filter 7.

[0037] Further, electric valves are provided, including a first electric valve 91 and a second electric valve 92, the first electric valve 91 is arranged on the slag discharge pipeline 8 and the second electric valve 92 is arranged on the inlet pipeline 61. In this embodiment, the first electric valve 91 is arranged on the slag discharge pipeline 8 and is used to control the opening and closing of the slag discharge pipeline 8. When the system needs to discharge slag, the first electric valve 91 is opened to allow the floating slag wastewater to be discharged out of the reaction tank 1, and when the system does not need to discharge slag or is under maintenance, the first electric valve 91 is closed to cut off the flow of the slag discharge pipeline 8 to prevent unnecessary loss and pollution of the wastewater. The first electric valve 91 is opened and closed by receiving signals from the control system. When the control system detects that the slag discharge condition is met (e.g., the floating slag accumulates to a certain amount), the first electric valve 91 is sent an opening signal, the first electric valve 91 is opened and slag discharge is performed, and when the slag discharge time is reached, the first electric valve 91 is sent a closing signal, the first electric valve 91 is closed. The second electric valve 92 is arranged on the inlet pipeline 61 and is used to control the entry of the floating slag wastewater into the circulating pump 6. When the system needs to treat wastewater, the second electric valve 92 is opened to allow the wastewater to enter the circulating pump 6 from the inlet pipeline 61, and when the system needs to be shut down or is under maintenance, the second electric valve 92 is closed to cut off the inflow of the wastewater to prevent the system from being contaminated or damaged. Similarly, the second electric valve 92 is also opened and closed by receiving signals from the control system.

[0038] Further, the reaction tank 1 is provided with a water inlet pipeline 13 and a water outlet pipeline 14 at two ends respectively, the water inlet pipeline 13 is connected with an external water source, and the water outlet pipeline 14 is communicated with the filter 7. In this embodiment, a flow regulating device can be installed on the water inlet pipeline 13 to control the flow of wastewater from the external water source into the reaction tank 1, so as to ensure that the wastewater flows into the reaction tank 1 at a stable and appropriate speed, avoiding problems such as low treatment efficiency or poor treatment caused by flow fluctuation. The materials of the water inlet pipeline 13 and the water outlet pipeline 14 are high-strength and corrosion-resistant materials to ensure that they can withstand high water pressure and corrosive substances in the wastewater during long-term operation, thereby prolonging the service life and reducing the maintenance cost.

[0039] Further, the reaction tank 1 is provided with a plurality of transverse partitions 12 and longitudinal partitions 11, the transverse partitions 12 and the longitudinal partitions 11 intersect to divide the reaction tank 1 into a plurality of reaction chambers, and the electrolysis module 2 is arranged in the reaction chambers to treat wastewater by electrochemical action. The longitudinal partitions 11 include a first longitudinal partition 111 and a second longitudinal partition 112, the upper end of the first longitudinal partition 111 is connected to the top end of the reaction tank 1, and the lower end extends to a position close to the bottom of the reaction tank 1, but is not connected to the bottom of the reaction tank 1, and has a certain space for free flow of wastewater; the lower end of the second longitudinal partition 112 is connected to the bottom of the reaction tank 1, and the upper end extends to a position close to the top end of the reaction tank 1, but is not connected to the top end of the reaction tank 1, and has a certain space for free flow of wastewater. Through such a design, the straight flow of water is changed, the wastewater forms multiple turns inside the equipment, the residence time of the water flow in the equipment is prolonged, which is helpful for the wastewater to be more fully contacted and reacted with the electrolysis module 2, and the treatment efficiency is improved. In this embodiment, the guide rod 421 is fixedly connected to the longitudinal partition 11.

[0040] The above is only an optional embodiment of the present application, and does not limit the patent range of the present application, and any equivalent structural transformation made by using the content of the present application specification and drawings, or direct / indirect application in other related technical fields is included in the patent protection range of the present application.

Claims

1. An automatic slag discharge device for a folding-flow type BDD wastewater treatment equipment, characterized in that, include: The reaction tank and pump are provided. The reaction tank is equipped with several electrolysis modules and a slag discharge frame. The slag discharge frame is located above the electrolysis modules. The bottom of the slag discharge frame is a closed panel with serrated sides. The slag discharge frame is connected to a slag discharge pipe. The slag discharge port of the slag discharge pipe is located outside the reaction tank. The slag discharge pipe is connected to the pump. The pump is used to pump the wastewater containing slag in the reaction tank. Buoyancy adjustment components are connected to both sides of the slag discharge frame. The buoyancy adjustment components are used to adjust the position of the slag discharge frame.

2. The automatic slag discharge device of the folding-flow-type BDD wastewater treatment equipment according to claim 1, characterized in that, The buoyancy adjustment assembly includes a pontoon and a guide component. The pontoon is connected to both sides of the slag discharge frame, and the guide component is located on one side of the pontoon.

3. The automatic slag discharge device of the folding-flow-type BDD wastewater treatment equipment according to claim 2, characterized in that, The guiding component includes a guide rod and a guide sleeve. The guide sleeve is connected to both sides of the slag discharge frame and is fitted onto the guide rod. The guide sleeve is used to move up and down along the guide rod.

4. The automatic slag discharge device of the folding-flow-type BDD wastewater treatment equipment according to claim 3, characterized in that, One end of the slag discharge pipe is connected to a flexible connector, and the other end of the flexible connector is connected to the slag discharge frame.

5. The automatic slag discharge device of the folding-flow-type BDD wastewater treatment equipment according to claim 1, characterized in that, The pump is a circulating pump, and the circulating pump is equipped with an inlet pipe, which is connected to the slag discharge pipe.

6. The automatic slag discharge device of the folding-flow-type BDD wastewater treatment equipment according to claim 5, characterized in that, It also includes a slag discharge pipeline, one end of which is connected to the slag discharge pipe and the other end of which is connected to the inlet pipe.

7. The automatic slag discharge device of the folding-flow-type BDD wastewater treatment equipment according to claim 6, characterized in that, It also includes electric valves, which include a first electric valve and a second electric valve. The first electric valve is installed on the slag discharge pipe, and the second electric valve is installed on the inlet pipe.

8. The automatic slag discharge device of the folding-flow-type BDD wastewater treatment equipment according to claim 5, characterized in that, It also includes a filter, the circulation pump being connected to the filter, the filter being used to filter scum wastewater.

9. The automatic slag discharge device of the folding-flow-type BDD wastewater treatment equipment according to claim 8, characterized in that, The reaction tank is equipped with an inlet pipe and an outlet pipe at both ends. The inlet pipe is connected to an external water source, and the outlet pipe is connected to the circulation pump.

10. The automatic slag discharge device of the folding-flow-type BDD wastewater treatment equipment according to claim 1, characterized in that, The reaction tank is provided with several transverse partitions and longitudinal partitions. The transverse partitions and longitudinal partitions intersect to divide the reaction tank into several reaction chambers. The electrolysis module is located in the reaction chamber. The longitudinal partitions include a first longitudinal partition and a second longitudinal partition. One end of the first longitudinal partition is connected to the top of the reaction tank, and the other end is spaced apart from the bottom of the reaction tank. One end of the second longitudinal partition is spaced apart from the top of the reaction tank, and the other end is connected to the bottom of the reaction tank.