Hard rubber wastewater combined process treatment device
Through the integrated combination process of flocculation precipitation, electrocatalysis and ozone catalytic oxidation reactor, the problem of treatment of high-concentration unblocking powder wastewater in the production of nitrile hard rubber is solved, and efficient and economical wastewater treatment effect is achieved, reducing the unblocking powder concentration and biotoxicity, and reducing sludge production.
Patent Information
- Application Number
- CN202421948804.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-13
- Publication Date
- 2025-07-25
- Estimated Expiration
- 2034-08-13
AI Technical Summary
The prior art is difficult to effectively treat the high concentration of unblocking powder wastewater in the production of nitrile hard rubber, resulting in microbial poisoning and biochemical treatment system failure, and high investment and land occupation costs.
The combined process of flocculation precipitation reactor, electrocatalytic high-efficiency reactor and ozone catalytic oxidation reactor is adopted, combining polyacrylamide, polymer aluminum chloride and hydrogen peroxide agents, and the wastewater is treated synergistically through flocculation, electrocatalytic and ozone catalytic oxidation to reduce the concentration of the unwinding powder and biotoxicity.
Simplify the process flow, save land and investment, improve treatment effect, reduce the content of powder in the effluent, reduce sludge production, reduce operating costs, and ensure that sewage emissions meet standards.
Smart Images

Figure CN223150408U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of wastewater treatment, and particularly relates to a combined process treatment device for hard glue wastewater. Background Technique
[0002] At present, a special auxiliary agent - Nekal (a mixture of sodium salts of mono-, di-, and tetra-butylnaphthalenesulfonic acids), an anionic surfactant, is used in the production process of nitrile hard glue. This substance will combine with other pollutants to form colloidal particles with a certain degree of dispersion, which has a great impact on the physical and chemical and biochemical characteristics of industrial wastewater and domestic sewage. Nekal can not only inhibit and poison microorganisms, but also inhibit the degradation of other toxic substances, causing microorganisms to be poisoned and die during the biological treatment process of wastewater, and in severe cases, the wastewater biochemical treatment system cannot operate normally. In the production of nitrile hard glue, due to the large amount of Nekal used, the concentration of Nekal in the generated sewage is high and the treatment is difficult. Content of the Utility Model
[0003] The technical problem to be solved by the utility model is to provide a combined process treatment device for hard glue wastewater, which integrates the technical advantages of each technology, saves land, reduces investment; eliminates the use of hazardous chemicals, improves operability and safety; and effectively reduces the sludge production.
[0004] To solve the above technical problem, the utility model provides a combined process treatment device for hard glue wastewater, which is characterized in that it includes a flocculation sedimentation reactor, the flocculation sedimentation reactor includes a flocculation zone, a coagulation zone and a sedimentation zone, a first water outlet pipe is arranged on one side of the sedimentation zone, the first water outlet pipe is connected to an electrocatalytic high-efficiency reactor, a second water outlet pipe is arranged on one side of the electrocatalytic high-efficiency reactor, the second water outlet pipe is connected to an ozone catalytic oxidation reactor, and an ozone generator is connected to one side of the ozone catalytic oxidation reactor.
[0005] Further, it includes a first chemical dosing tank, the first chemical dosing tank is connected to the flocculation zone of the flocculation sedimentation reactor through a pipeline, and the chemical agent stored in the first chemical dosing tank is polyacrylamide.
[0006] Further, it includes a second chemical dosing tank, the second chemical dosing tank is connected to the coagulation zone of the flocculation sedimentation reactor through a pipeline, and the chemical agent stored in the second chemical dosing tank is polyaluminum chloride.
[0007] Further, it includes a third chemical dosing tank, the third chemical dosing tank is connected to the ozone catalytic oxidation reactor through a pipeline, and the chemical agent stored in the third chemical dosing tank is hydrogen peroxide.
[0008] Furthermore, a backwash air duct and a backwash water duct are provided on one side of the ozone catalytic oxidation reactor, a fan is provided on the backwash air duct, and a water pump is provided on the backwash water duct.
[0009] Furthermore, it comprises a water inlet pipe, which is arranged outside the flocculation sedimentation reactor and close to the flocculation zone.
[0010] Beneficial effects of the utility model: 1. Adopting integrated process, controlling the reaction conditions of each area, improving the removal effect of organic matter, reducing the content of pulverized powder in the effluent, and reducing toxicity. It greatly simplifies the process flow, saves floor space, reduces pipeline investment, and also makes operation and management convenient and control simple.
[0011] 2. Use the synergistic catalytic method to give full play to the advantages of the process section: improve the efficiency of hydroxyl radical generation, thereby increasing ozone utilization, reducing the amount of ozone added in the subsequent ozone catalytic oxidation process section, and saving operating costs; thereby ensuring that wastewater is discharged in compliance with standards. BRIEF DESCRIPTION OF THE DRAWINGS
[0012] Figure 1 It is a schematic diagram of the overall structure of the utility model.
[0013] Explanation of the numbers in the figure: 1. flocculation sedimentation reactor; 2. flocculation zone; 3. coagulation zone; 4. sedimentation zone; 5. first water outlet pipe; 6. electrocatalytic high-efficiency reactor; 7. second water outlet pipe; 8. ozone catalytic oxidation reactor; 9. ozone generator; 10. first dosing tank; 11. second dosing tank; 12. third dosing tank; 13. backwash air duct; 14. backwash water duct; 15. fan; 16. water pump; 17. water inlet pipe. DETAILED DESCRIPTION
[0014] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments so that those skilled in the art can better understand the present invention and implement it, but the embodiments are not intended to limit the present invention.
[0015] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.
[0016] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the quantity of the indicated technical features. Thus, features defined with "first" and "second" may explicitly or implicitly include at least one such feature. In the description of the present utility model, the meaning of "a plurality of" is at least two, such as two, three, etc., unless otherwise specifically defined.
[0017] In the present utility model, unless otherwise clearly specified and defined, terms such as "installed", "connected", "joined", "fixed", etc. shall be construed in a broad sense. For example, it may be a fixed connection, a detachable connection, or integrated; it may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and it may be the communication inside two elements or the interaction relationship between two elements, unless otherwise clearly defined. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.
[0018] In the present utility model, unless otherwise clearly specified and defined, the first feature being "on" or "under" the second feature may be that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, the first feature being "above", "over" and "on top of" the second feature may be that the first feature is directly above or obliquely above the second feature, or merely indicates that the first feature has a higher horizontal height than the second feature. The first feature being "under", "below" and "beneath" the second feature may be that the first feature is directly below or obliquely below the second feature, or merely indicates that the first feature has a lower horizontal height than the second feature.
[0019] It should be noted that when an element is referred to as "fixed to" or "disposed on" another element, it may be directly on the other element or there may also be an intermediate element. When an element is considered to be "connected" to another element, it may be directly connected to the other element or there may be an intermediate element at the same time. The terms "vertical", "horizontal", "up", "down", "left", "right" and similar expressions used herein are for illustrative purposes only and do not represent the only embodiments.
[0020] Refer to Figure 1As shown in the figure, an embodiment of a combined process treatment device for hard glue wastewater of the present utility model includes a flocculation sedimentation reactor 1. The flocculation sedimentation reactor 1 includes a flocculation zone 2, a coagulation zone 3, and a sedimentation zone 4. A first water outlet pipe 5 is arranged on one side of the sedimentation zone 4. The first water outlet pipe 5 is connected to the electrocatalytic high-efficiency reactor 6. A second water outlet pipe 7 is arranged on one side of the electrocatalytic high-efficiency reactor 6. The second water outlet pipe 7 is connected to the ozone catalytic oxidation reactor 8. An ozone generator 9 is connected to one side of the ozone catalytic oxidizer. It includes a water inlet pipe 17, and the water inlet pipe 17 is arranged at a position outside the flocculation sedimentation reactor 1 near the flocculation zone 2.
[0021] It includes a first chemical dosing tank 10. The first chemical dosing tank 10 is connected to the flocculation zone 2 of the flocculation sedimentation reactor 1 through a pipeline. The chemical agent stored in the first chemical dosing tank 10 is polyacrylamide, which is a water-soluble polymer. It is insoluble in most organic solvents, has good flocculation properties, can reduce the friction resistance between liquids, and can be classified into four types: non-ionic, anionic, cationic, and amphoteric according to ionic characteristics. Polyacrylamide flocculants are widely used in aspects such as thickening, stabilizing colloids, reducing resistance, bonding, film-forming, and biomedical materials. In water treatment, it is used as a coagulant aid, flocculant, and sludge dewatering agent. In oil drilling and production, it is used as a water precipitation agent and oil displacement agent. In the papermaking process, it is used as a retention aid and strengthening agent.
[0022] It includes a second chemical dosing tank 11. The second chemical dosing tank 11 is connected to the coagulation zone 3 of the flocculation sedimentation reactor 1 through a pipeline. The chemical agent stored in the second chemical dosing tank 11 is polyaluminum chloride, which is an inorganic substance, a new type of water purification material, an inorganic polymer coagulant, abbreviated as polyaluminum. It is a water-soluble inorganic polymer between AlCl3 and Al(OH)3, and its chemical general formula is [Al2(OH)nCl6-n]m, where m represents the degree of polymerization and n represents the neutrality of the PAC product. When n = 1-5, it is a high-charge polymer ring chain body with a Keggin structure, which has a high degree of electro-neutralization and bridging effect on colloids and particulate matters in water, and can strongly remove micro-toxic substances and heavy metal ions, and its properties are stable.
[0023] It includes a third chemical dosing tank 12. The third chemical dosing tank 12 is connected to the ozone catalytic oxidation reactor 8 through a pipeline. The chemical agent stored in the third chemical dosing tank 12 is hydrogen peroxide.
[0024] An air backwashing pipeline 13 and a water backwashing pipeline 14 are arranged on one side of the ozone catalytic oxidizer. A blower 15 is arranged on the air backwashing pipeline 13, and a water pump 16 is arranged on the water backwashing pipeline 14, forming a gas-water two-dimensional pulse backwashing technology, which can regularly clean the ozone catalytic oxidation reactor 8 and remove the slime generated by ozone sterilization.
[0025] In use, the sewage is lifted by the front-end primary lift pump and then enters the flocculation sedimentation reactor 1. Flocculants and coagulants are added in the reactor to form flocs from large particulate matters, which then precipitate in the sedimentation area 4, achieving the removal of rubber particles in the wastewater. The electrocatalytic high-efficiency reactor 6 adjusts the current to cause electron movement to form a large number of free radicals, degrading the pollutant concentration in the wastewater and using the oxide film formed by the plating metals such as platinum on the electrode surface to degrade Nekal, reducing the biological toxicity. Then, it undergoes in-depth treatment through the HPS enhanced ozone catalytic oxidation reactor 8 to break the carbon chain of the organic matter, so as to reduce the pollutant concentration in the wastewater.
[0026] The above-described embodiments are merely preferred embodiments cited to fully illustrate the present invention, and the protection scope of the present invention is not limited thereto. Equivalent substitutions or transformations made by those skilled in the art on the basis of the present invention are all within the protection scope of the present invention. The protection scope of the present invention shall be subject to the claims.
Claims
1. A combined process treatment device for hard glue wastewater, characterized in that, It includes a flocculation and sedimentation reactor (1), and the flocculation and sedimentation reactor (1) includes a flocculation zone (2), a coagulation zone (3) and a sedimentation zone (4). A first water outlet pipe (5) is arranged on one side of the sedimentation zone (4), and the first water outlet pipe (5) is connected to an electrocatalytic high-efficiency reactor (6). A second water outlet pipe (7) is arranged on one side of the electrocatalytic high-efficiency reactor (6), and the second water outlet pipe (7) is connected to an ozone catalytic oxidation reactor (8). An ozone generator (9) is connected to one side of the ozone catalytic oxidation reactor.
2. The combined process treatment device for hard glue wastewater according to claim 1, wherein It includes a first chemical dosing tank (10), and the first chemical dosing tank (10) is connected to the flocculation zone (2) of the flocculation and sedimentation reactor (1) through a pipeline. The chemical agent stored in the first chemical dosing tank (10) is polyacrylamide.
3. The combined process treatment device for hard glue wastewater according to claim 1, characterized in that, It includes a second chemical dosing tank (11), and the second chemical dosing tank (11) is connected to the coagulation zone (3) of the flocculation and sedimentation reactor (1) through a pipeline. The chemical agent stored in the second chemical dosing tank (11) is polyaluminum chloride.
4. The combined process treatment device for hard glue wastewater according to claim 1, wherein It includes a third chemical dosing tank (12), and the third chemical dosing tank (12) is connected to the ozone catalytic oxidation reactor (8) through a pipeline. The chemical agent stored in the third chemical dosing tank (12) is hydrogen peroxide.
5. The combined process treatment device for hard glue wastewater according to claim 1, characterized in that, A backwashing air pipeline (13) and a backwashing water pipeline (14) are arranged on one side of the ozone catalytic oxidation reactor. A blower (15) is arranged on the backwashing air pipeline (13), and a water pump (16) is arranged on the backwashing water pipeline (14).
6. The combined process treatment device for hard glue wastewater according to claim 1, characterized in that, It includes a water inlet pipe (17), and the water inlet pipe (17) is arranged at a position outside the flocculation and sedimentation reactor (1) close to the flocculation zone (2).