KR20030073130A - Water Breakdown Generator Core, Water Breakdown Generator Apparatus and Water Treatment System Utilizing Water Breakdown Mechanism - Google Patents

Abstract

PURPOSE: Provided is a water breakdown generator core with high efficiency of activated oxygen (OH¬-, O¬-) and ozone (O3) generation, and further provided are a water breakdown generator with the water breakdown generator core, and a water treatment system using the water breakdown generator. CONSTITUTION: The core comprises a frame(10) with a main body, a right side support(11) attached to right side of the main body, a left side support(12) attached to left side of the main body and a plurality of middle supports(16) provided between the right side support(11) and the left side support(12), each support being greater than the main body in height; a first conductive coil winding the main body to surround the front and back surfaces of the main body; a second conductive coil winding the main body to surround the right support(11) and the left support(12), a first potential equalizing unit for equalizing potentials of the first coil, a second potential equalizing unit for equalizing potentials of the second coil, and a plurality of insulating lines diagonally winding the main body between the first and second coils.

Description

Underwater Discharge Generator Core, Underwater Discharge Generator and Water Treatment System Using the Same {Water Breakdown Generator Core, Water Breakdown Generator Apparatus and Water Treatment System Utilizing Water Breakdown Mechanism}

The present invention relates to an underwater discharge generating core, an underwater discharge generating apparatus using the core, and a water treatment system using the underwater discharge generating apparatus.

Active oxygen (O ^-, OH ^-) and ozone (O ₃₎ is an oxygen allotropes, and ozone (O ₃₎ is a three oxygen atoms isosceles triangle of the apex angle 117 ° in the gas phase O - O - O is bi-radical (bi -radical). Ozone has a strong oxidation power after fluorine (F) with an oxidation potential of 2.07 eV and a strong sterilization power. This redox reaction is used to decompose and harm pollutants in water. In particular, ozone returns to oxygen (O ₂ ) as soon as it is oxidized, so there are no secondary pollutants and no residual substances. The sterilization process of ozone is called cell lysin and it is an extinction agent that prevents the regeneration of viruses and bacteria at the source by decomposing the membranes of viruses and bacteria in water. Ozone is also known as a double bond breaker. Ozone is therefore an effective bleach. Of ozone in addition to oxygen O activity ^{(Oxygen Free Radical) -, OH} - is a good sterilizing agent, yet is also an oxidizing agent, because a strong sterilizing power and the oxidation-reduction reaction.

The ozone generators which are currently put into practical use are largely classified into three types: air discharge type, ultraviolet type and hydrostatic type. These methods have disadvantages and limitations such as large scale, heavy weight, high power consumption, low efficiency, and the like.

Especially in the case of air discharge type, when ozone generated in the air is injected into water (H ₂ O), it is very long to dissolve in water, and it is very difficult to dissolve ozone uniformly in water. There is a big disadvantage of this being lost out of the water. In addition, the need to treat high concentrations of ozone that flows out of the water to the atmosphere is the biggest obstacle to the widespread practical use of this technology.

Therefore, as a more effective method, it is possible to think of a method of generating ozone and free radicals in water, in which case the hassle and complexity of generating ozone outside the water and injecting it into the water, uneven distribution of ozone and free radicals in the container and It can solve problems such as seriousness of ozone release.

SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and the underwater discharge cells (Cells) composed of virtual meshed electrode points (Virtual Meshed Electrode Points) by generating an underwater discharge with extremely high generation efficiency of active oxygen and ozone The purpose is to provide a generator core (GeneratorCore).

In addition, another object of the present invention is to provide an underwater discharge generating apparatus capable of detoxifying water using the above-described underwater discharge core.

In addition, another object of the present invention is to provide a water treatment system that reproduces the natural circulation principle of water by the above-described underwater discharge generator, filter, reservoir, pump.

In order to achieve the above object, in the underwater discharge generating core according to the preferred embodiment of the present invention, the right support part and the left support part support the body in the horizontal direction (X-axis direction), and the left and right support parts are in the height direction. A frame having a size larger than the body by the upper and lower sides in the Z-axis direction, respectively; A first conductive wire wound between the front part and the rear part in the longitudinal direction (Y axis direction) of the body; A second lead wound between the right support and the left support of the frame; First equipotential means for bringing the first conductor into the same potential state; And second equipotential means for bringing the second conductor into the same potential state.

In addition, the underwater discharge generating apparatus according to another preferred embodiment of the present invention for achieving the above object is a water container; A water supply port through which water flows into the water container; A water outlet through which water is discharged from the water container; The frame is installed in the water container, the right support and the left support in the X-axis direction supports the body, the left and right support is a frame having a predetermined size larger than the body in the upper and lower sides in the Z-axis direction, respectively And a first conductor wound between the front part and the rear part in the Y-axis direction of the body, a second conductor wound between the right support part and the left support part of the frame, and for making the first conductor to the same potential state. An underwater discharge generating core comprising a first equipotential means and a second equipotential means for bringing the second conductor into the same potential state; A gas discharge port for discharging the gas generated at the time of underwater discharge by the underwater discharge generation core; It characterized in that it comprises a power supply means for supplying power through the power cable to the underwater discharge generation core.

In addition, a water treatment system according to another preferred embodiment of the present invention for achieving the above object comprises a first filter for removing turbidity of water to be treated; At least one underwater discharge generator for generating and activating active oxygen by water discharge to the water flowing from the first filter means, and at least to remove the active oxygen contained in the activated water in the underwater discharge generator Underwater discharge treatment means comprising a second filter; Drinking water supply means for supplying drinking water activated by the underwater discharge treatment means; It characterized in that it comprises a control means for controlling the water treatment means.

Here, the drinking water supply means comprises a reservoir for temporarily storing water activated by the underwater discharge treatment means, the water for supplying the water stored in the reservoir for a predetermined time to the underwater discharge treatment means It further comprises a circulation treatment means, wherein the control means preferably controls the water circulation treatment means together with the water treatment means.

In addition, the reservoir is provided with a sensor for detecting the high water of the water flowing into the reservoir, the control means is the water discharge processing means is the water from the first filter if the high water detection signal is not input from the sensor While controlling to flow into the water, when a high water detection signal is input from the sensor, the water from the first filter is blocked from flowing into the underwater discharge treatment means, and the water stored in the reservoir on a predetermined time basis is stored in the water. It is preferable to control the water circulation treatment means and the underwater discharge treatment means so as to flow into the discharge treatment means and receive the activation treatment by the underwater discharge again.

The control means controls a relatively large amount of active oxygen to be generated in the underwater discharge generator of the underwater discharge treatment means with respect to the water introduced from the first filter when the high water detection signal is not input from the sensor. When the high water detection signal is input from the sensor, it is preferable to control a relatively small amount of active oxygen in the underwater discharge generator of the underwater discharge treatment means with respect to the water introduced from the reservoir by the water circulation means.

The underwater discharge treatment means is preferably configured to further include sterilized water supply means for supplying the water containing active oxygen activated by the underwater discharge treatment means as sterilization water.

Preferably, the sterilizing water supply means further includes an underwater discharge generator for supplying sterilized water by further including active oxygen by water discharge with respect to water containing active oxygen activated by the underwater discharge treatment means. .

The apparatus may further include sterilizing water supplying means including an underwater discharge generating device for supplying activated oxygen stored in the reservoir as active sterilized water by underwater discharge. The underwater discharge generator of the sterilizing water supply means is provided with a second sensor for detecting the high water of the water flowing into the underwater discharge generator, and the control means has a low level when the high water detection signal is not input from the second sensor. While allowing water from the water bottle to flow into the underwater discharge generator of the sterilizing water supply means, while controlling the generation of relatively large amounts of free radicals in the underwater discharge generator of the sterilizing water supply means, When the high water detection signal is input, the water from the reservoir is blocked from flowing into the underwater discharge generator of the sterilizing water supply means, and at the same time, a relatively small amount of active oxygen is generated in the underwater discharge generator of the sterilizing water supply means. It is desirable to control the generation.

The underwater discharge generating core is positioned between the first and second conductive wires wound on the frame, and further includes an insulated wire wound between the front and rear parts of the body, or wound on the frame. Located between the first conductor wire and the second conductor wire, the wire further comprises an insulated wire wound between the right support part and the left support part of the frame, or positioned between the first lead wire and the second lead wire wound on the frame. A first insulated wire wound between the front and rear parts of the body; It is preferable to further include a second insulated wire wound between the first and second wires wound on the frame and between the right and left support parts of the frame. Here, the first and second insulated lines are not limited to the X-shape but may be wound in the Z-shape or # -shape.

Preferably, the insulation wire is wound around the X-shaped cross in the underwater discharge generating core, and the first and second conductive wires and the first and second equipotential means of the underwater discharge generating core are made of platinum wires. The frame of the underwater discharge generating core is preferably made of an insulating material.

In the underwater discharge generating core, at least one intermediate support part is further formed on the body of the frame at predetermined intervals in a direction corresponding to the left and right support parts, and the intermediate support parts are respectively upward and downward in the Z-axis direction. It is desirable to have a size larger by a certain size than the body.

In the underwater discharge generating core, at least one hole is preferably formed between the intermediate support part of the body of the frame and the right support part and the left support part.

In addition, the power supply means is preferably so as to alternately apply a positive (+) voltage and a negative (-) voltage to the first wire and the second wire at regular time intervals, respectively, It is preferable to exist in the range of 0.5-5 minutes.

1 is a conceptual diagram for explaining the underwater discharge generation core according to the present invention,

Figure 2 is a perspective view showing one embodiment of a frame that can be employed in the underwater discharge generating core according to the present invention,

3a and 3b is a perspective view showing another embodiment of a frame that can be employed in the underwater discharge generating core according to the present invention,

4A to 4E are views for explaining a process of winding the first and second platinum wires and an insulated wire in a frame to make an underwater discharge generating core according to the present invention;

5 and 6 are views for explaining the action of the underwater discharge generation core according to the present invention,

7 is a schematic cross-sectional view for explaining the underwater discharge generating apparatus according to the present invention;

FIG. 8 is a view showing waveforms of preferable potentials applied to the first platinum line and the second platinum line of the underwater discharge generating core installed in the underwater discharge generator of FIG. 7;

9 schematically shows a first embodiment of a water treatment system according to the present invention;

10 is a control circuit block diagram of the water treatment system of FIG. 9;

11 is a flowchart for explaining an operation of a control circuit of FIG. 10;

12 is an operation timing diagram for explaining the operation of the underwater discharge generator in each step of FIG.

13 schematically shows a second embodiment of a water treatment system according to the present invention;

14 is a control circuit block diagram of the water treatment system of FIG. 13;

15 is a flowchart for explaining an operation of a control circuit of FIG. 14;

FIG. 16 is an operation timing diagram for describing an operation of the underwater discharge generator in each step of FIG. 15.

※ Explanation of code for main part of drawing

1: water container 2: power supply

3: positive electrode 4: negative electrode

5: water 10: frame

11: right support 12: left support

13 hole 14 middle support part

15: body front portion 16: intermediate support

20: frame 21: right support

21A, 21B: tooth 21C: protrusion

21D: hole 22: left support

22A, 22B: tooth 22C: protrusion

22D: Hole 23A, 23B: Hole

24: middle support part 24A: tooth

25: body front part 25A, 25B: tooth

25C: projection 26: intermediate support

27: body back part 27A, 27B: tooth

27C: projection 30: first platinum wire

30A: First equipotential means (platinum wire) 32: Insulated wire

34: 2nd platinum wire 34A: 2nd equipotential means (platinum wire)

38: Reticle cross point (underwater discharge cell) 50,50A, 50B, 50C: Underwater discharge generation core

100,100A, 100B: underwater discharge generator 110: water container

120: base 130: water supply port

140: gas outlet 150: water outlet

160: cable 200: first reservoir

250: 1st water supply valve 300: pre-filter

350: second water supply valve 400, 500: recombination filter

600: second reservoir 610: water supply port

620,630: Water outlet 640: Sensor

700: Pump 800: Control Unit

810: power drive unit 820: valve drive unit

830: pump driving unit 900: underwater discharge generator

910: water supply port 920: gas outlet

930: water outlet 940: sensor

950: 3rd water supply valve WL1 ~ WL17: piping

GL1 ~ GL5: gas discharge pipe

Hereinafter, an underwater discharge generating core, an underwater discharge device, and a water treatment system using the same according to a preferred embodiment of the present invention will be described with reference to the accompanying drawings.

Generating underwater discharging core according to the present invention is applied and even extremely low voltage can be induced in the water discharge, and a large amount of active oxygen must be designed to be generated and the ozone _{^{(O 3) (OH - -}} , O). In order to generate free radicals and ozone even at low voltages, a water breakdown mechanism must be used. Water Discharge is also referred to as Bubble Mechanism, the principle of which is the sharp projecting area of the cathode, the ionized impurities in the water, the electrolyzed and ionized OH ^- and so on. (Nucleation Site) is formed in (Asperities) to form a local extremely high Electric Field Region, which induces local heating, causing evaporation of water molecules (H ₂ O). Bubbles are generated. When bubbles are formed, the bubbles rapidly expand from the cathode toward the anode, forming a conduction channel between the two electrodes. This is an underwater discharge by the bubble mechanism. The sharper the tip of the cathode and anode, the lower the discharge occurs. The amount of active oxygen generated by underwater discharge is proportional to the number of point electrodes (or underwater discharge cells) that generate underwater discharge.

The inventors of the present invention focus on the fact that underwater discharge-generating cores are operated in a dielectric called water (Dielectric) and came up with a completely new concept that deviates from the electrode design using an etched platinum plate which has been generally recognized.

That is, as shown in FIG. 1, it is assumed that the switches SW supplied from the power supply unit 2 are in the water 5 in the container 1 containing the water 5. The switches SW are the water 5 itself as the switching medium and the platinum wire constitutes the cathode 3 and the anode 4. As used herein, the switches SW, that is, the underwater discharge cells, are self-switched, that is, broken down by a breakdown mechanism of water when a voltage above a certain limit is applied. Once the underwater discharge cell is switched, a conduction channel is formed and when the voltage between the cathode 3 and the anode 4 of the underwater discharge cell becomes zero, the water in the vessel is discharged from the cathode 3 and the anode 4. The path between them is filled and the voltage is reestablished between the cathode (3) and the anode (4) (Self-Recovery), again Water Self-Switching and Self-Recovery and repeat the process water discharge is continuously get up active oxygen (O ^-, OH ^-) and ozone (O ₃₎ is generated efficiently.

Underwater discharge generation core according to the present invention comprises a frame using an insulating material.

One embodiment of the frame is shown in FIG. 2. In the frame 10 of FIG. 2, the right support 11 and the left support 12 support the body 15 from the right and the left in the X-axis direction, and the body 15 has a predetermined interval unit in the X-axis direction. The furnace intermediate supports 14 and 16 are formed in the Z direction (up and down in the drawing), and a plurality of holes 13 are formed between the right support 11 and the intermediate supports 14 and 16 and the left support 12. ) Are formed side by side in the Y-axis direction. The left and right support parts 12 and 11 and the intermediate support parts 14 and 16 have a size Δh larger than the body 15 in the Z-axis direction (up and down direction), respectively, by Δh, for example, 1 mm. Have Although not shown, teeth are formed on the upper and lower surfaces of the right and left support portions 11 and 12, the upper and lower surfaces of the front and rear portions of the body 15, and the upper and lower surfaces of the intermediate supports 14 and 16, respectively. Here, the upper and lower surfaces of the right and left support parts 11 and 12, and the teeth formed on the upper and lower surfaces of the intermediate support parts 14 and 16, respectively, are preferably formed at the same interval and number, and the body 15 It is preferable that all the teeth formed on the upper and lower surfaces of the front part and the back part are also formed at the same interval and number.

In addition, another embodiment of the frame is shown in Figs. 3A and 3B. 3A and 3B are perspective views of a frame used in the underwater discharge generating core of the present invention.

In the frame 20 of the present embodiment, the right support 21 and the left support 22 in the X-axis direction have the bodies 25 and 27 (25 and 27 denote front and rear portions of the body, respectively) from right and left sides. The body 15 has intermediate supports 24 and 26 formed in a Z direction (up and down in the drawing) at regular intervals in the X-axis direction, and the right support 21 and the intermediate supports ( A plurality of holes 23A, 23B are formed side by side in the Y-axis direction between the 24 and 26 and the left support 22.

Here, the holes 23A and 23B have different sizes. In addition, the right and left support parts 21 and 22 and the intermediate support parts 24 and 26 are each Δh, for example, 1 mm, above and below the bodies 25 and 27 in the Z-axis direction (up and down direction), respectively. Has a larger size. The above? H should be in the range of 0.8 to 1.2 mm information. In addition, teeth 21A and 21B are formed on the upper and lower surfaces of the right support 21, respectively, and a plurality of protrusions 21C are formed on the side at regular intervals, and both ends of the Y-axis direction are formed. A small hole 21D is formed in the portion. In addition, the teeth 22A, 22B are formed in the upper surface and the lower surface of the said left support part 22, respectively, and many projections 22C are formed in the side part at regular intervals, and the both ends of the Y-axis direction The small hole 22D is formed in the part. Moreover, teeth 25A and 25B are formed in the upper surface and the lower surface of the said body front part 25, respectively, and the several protrusion 25C is formed in the front surface at predetermined intervals. In addition, teeth 27A and 27B are formed on the upper and lower surfaces of the body rear part 27, respectively, and a plurality of projections 27C are formed on the front surface at regular intervals. In addition, although not shown in the figure, teeth 24A and 26A are formed on the upper and lower surfaces of the intermediate supporting parts 24 and 26, respectively. Here, the upper and lower surfaces of the right and left support portions 21 and 22, and the teeth formed on the upper and lower surfaces of the intermediate support portions 24 and 26, respectively, are preferably formed at the same interval (for example, 0.5 to 3 mm) and the number. In addition, the teeth formed on the upper and lower surfaces of the front portion 25 and the rear portion 27 of the body is also preferably formed in the same interval and number.

A process of making an underwater discharge generating core by winding a platinum wire around the frame 20 configured as described above will be described with reference to FIGS. 4A to 4E.

First, as shown in FIGS. 4A and 4B, the teeth formed on the upper and lower surfaces of the teeth (25A, 25B of FIG. 3A) and the rear part (27 of FIG. 3B) formed on the upper and lower surfaces of the body front part (25 of FIG. 3A) of the frame. The first platinum wire 30 is wound around the frame body in the Y-axis direction so that the first platinum wire 30 is fitted into each of 27A and 27B of FIG. 3B. Here, one end of the first platinum wire 30 is inserted into the hole 21D of the right support part 21 so as to form the projection 25C formed along the body front part (25 in FIG. 3A) along the body front part. Winding in the Y-axis direction is turned in the Y-axis direction from the teeth of the body front portion (25 in Figure 3a) formed closest to the left support 22 side. Here, the platinum wire 30A as the first equipotential means is wound around the front side of the body front part 25 (Fig. 3A), so that each line of the platinum wire 30 wound in the Y-axis direction at the time of power supply is This is to have the same potential. Therefore, the first platinum wire 30 and the platinum wire 30A as the first equipotential means should be wound to be in close contact.

Then, as shown in FIG. 4C, the insulating wire 32 is formed on the first platinum wire 30 in the body between the intermediate supports 24 and 26 of the frame and the left support 21 and the right support 22. Winding in the Y-axis direction to cross in the shape of a child The reason for winding the insulation wire 32 on the first platinum wire 30 is to prevent a short between the first platinum wire 30 and the second platinum wire when the second platinum wire described below is stretched. will be. Therefore, it is preferable that the insulated wire 32 has a thickness thicker than the said platinum wire.

Next, as shown in FIG. 4D, the teeth formed on the upper and lower surfaces of the right support 21 of the frame (21A, 21B in FIG. 3A) and the teeth formed on the upper and lower surfaces of the left support 22 (22A, 22B in FIG. 3B). The second platinum wire 34 is wound in the X-axis direction between the right and left support parts 21 and 22 via the frame body so that the second platinum wire 34 is inserted into the respective ones. One end of the second platinum wire 34 is inserted into the hole 22D of the left support part 22 so that the teeth of the left support part 22 closest to the body front part (25 in Fig. 3A) (Fig. 3B). 22A, 22B and the teeth (21A, 21B of FIG. 3A) of the right support part 21 are wound, and then the projection 21C formed in the front part is wound along the front part of the right support part 21, and the said right support part ( Winds the projection 21C located on the opposite side of 21) and returns to its original position in front of the body front part (25 in FIG. 3A), X between the right and left support portions 21 and 22 from the teeth following the wound teeth. The second platinum wire 34 is wound in the axial direction. Here, the winding of the platinum wire 34A as the second equipotential means on the front side of the right support part 21 means that each line of the second platinum wire 34 wound in the X-axis direction at the time of power supply has the same potential. To have a. The first platinum wire 30, the second platinum wire 34, and the platinum wires 30A and 34A as the first and second equipotential means are preferably 0.1 to 0.2 mm in diameter, for example.

In this way, the underwater discharge generation core 50 is completed. When the underwater discharge generation core 50 is viewed from the A side of FIG. 4D, as shown in FIG. 4E, the first platinum wire 30, the second platinum wire 34, the insulated wire 32, and the first equipotential means platinum wire are shown. It can be seen that 30A is wound up.

Meanwhile, in FIG. 4C, the insulating wire 32 is wound in an X-shape between the front portion 25 and the rear portion 27 of the body of the frame, but the present invention is not limited thereto. It may be wound in an X-shape between the right and left support parts of the frame without sensing between the front part 25 and the back part 27, and further, an insulated wire may be formed between the front part 25 and the back part 27 of the body of the frame. It would be even more desirable to wind crosswise in an X-shape at and crosswise in an X-shape between the right and left supports of the frame.

As described with reference to FIGS. 4A to 4E, the first platinum Pt line 30 is wound in the Y-axis direction, and the second platinum line 34 is wound in the X-axis direction. Here, there is a height difference of Δh, for example, 1 mm, between the supports 21, 22, 24, 26 and the bodies 25, 27 of the frame 20, and the height difference by Δh is shown in FIG. 5. As shown in FIG. 6, when the platinum wires 34 and 30 wound in the X-axis direction and the Y-axis direction virtually intersect, a virtual intersection point is doubled at the top surface and the bottom surface. Cross Point), and the separation distance of the crossing point is Δh. In FIG. 5, each of the points is a meshed point electrode, and in FIG. 6, each of the intersections 38 formed by the platinum wire 34 wound in the X-axis direction and the platinum wire 30 wound in the Y-axis direction is one. It acts as an underwater discharge cell.

As shown in FIG. 6, when the platinum wire is wound in the X-axis direction and the Y-axis direction, a mesh-shaped electrode having a cross shape is formed at countless positions of the upper and lower platinum wires of the frame. Here, the interval ΔX between the platinum wires 30 when winding the platinum wire 30 in the Y-axis direction is preferably equally spaced, and the interval between the platinum wires 34 when winding the platinum wire 34 in the X-axis direction. It is preferable to make Y also equal intervals.

On the other hand, when the platinum wire 30 and the platinum wire 34 are wound in 1 mm intervals (that is, ΔX = ΔY = 1mm) in a frame having a width of 50 mm, a length of 50 mm, and a height of 5 mm, respectively, the top surface and the bottom portion ( Bottom Surface), each of 49 × 49 = 2401 points and a total of 4802 Point Electrodes are formed.

As shown in FIG. 6, the underwater discharge point formed by the platinum line wound in the X-axis direction and the Y-axis direction is a virtual cross point, and a distance Δh in the Z direction between two points is a distance between two virtual intersection points. Becomes

When the platinum wires 30 and 34 are wound in a frame having a width of 50 mm, a length of 50 mm, and a height of 5 mm at intervals of 0.5 to 3 mm (ΔX = ΔY = 0.5 to 3 mm), the length of the total platinum wire is about 3 to 7 m. As a result of the wire resistance of the platinum wire, the specific portion of the platinum wire of the core 50 that is under water discharge occurs when operated in a non-uniform electric field distribution where the electric field distribution is uneven. The underwater discharge generation core 50 may be broken. In order to eliminate this problem, as shown in FIG. 4D, the platinum wires 30A and 34A are connected to and inserted into the respective sides 25 and 21 of the X and Y axes of the frame 20 as the equipotential means in all X axis directions. The wound platinum wire 34 and the platinum wire 30 wound in the Y-axis direction maintain the same potential regardless of the relative positions of the respective platinum wires.

When the platinum wires 30 and 34 are wound around the frame 20 when the platinum wires 30 and 34 are wound around the frame 20 at a specific temperature state, the platinum wires 30 and 34 shrink when the operating temperature is significantly lowered. On the contrary, when the platinum lines 30 and 34 are extremely expanded, the upper and lower platinum lines 30 and 34 constituting the virtual cross point are excessively stretched and electrically shorted. Insulation wires 32 were inserted between the platinum wires 34 wound in the X-axis direction and the platinum wires 30 wound in the Y-axis direction in order to prevent short circuits due to expansion of the platinum wires 30 and 34.

In addition, in order to solve the problem that the platinum wires wound in the X-axis direction and the platinum wires wound in the Y-axis direction are excessively contracted and the platinum wires 30 and 34 are cut when operating at an extremely low temperature. Platinum wires 30 and 34 are formed by making several oval, circular and other shaped holes 13, 23B and 23A in the frames 10 and 20 of the core 50, as shown in Figs. Even if excessively contracted, the frames 10 and 20 absorb the contraction energy by the holes 13, 23B and 23A made in the frames 10 and 20, thereby preventing the cutting of the platinum wires 30 and 34. The holes 13, 23B, 23A also facilitate the flow of water. Here, it is preferable that the diameter of the said 1st and 2nd platinum wire is 0.1-0.2 mm.

Next, the underwater discharge generator according to the present invention will be described with reference to FIGS.

The underwater discharge generator 100 according to the present invention is a water container 110, a water inlet 130, the water formed through the base 120 of the device as shown in FIG. Power outlet 150, a water discharge generation core (active oxygen water generation core) 50, a gas outlet 140, a power cable electrically connected to the water discharge generation core 50 through the base ( 160, a power supply unit (not shown) for supplying power to the underwater discharge generation core 50 through a power cable 160. Here, the water container 110 is preferably made of a transparent material so that the inside of the water container 110 can be seen.

The gas outlet 140 is for discharging the H ⁺ gas separated from the water molecules by the underwater discharge generating core 50 in the water 5 to be discharged out of the water container 110 by combining with H ₂ gas. in addition by preventing recombination into the gas to significantly improve the efficiency of the water discharge generator (100) as H ₂ gas is the water container ^(110), so that H ₂ gas through the discharge port 140 discharging H ₂ gas is OH Prevent explosions in containers that may be present when full.

When supplying power to the mesh type discharge electrode made by winding the platinum wire in the frame, only the voltage of the positive electrode is applied, and anionized impurities are adhered to the positive power supply side. The performance of the underwater discharge generating core 50 is significantly reduced.

In order to solve this problem, in the power supply unit of the underwater discharge generator 100 according to the present invention, a positive voltage (+ V) and a negative voltage (−) are shown in FIG. 8. V) is alternately fed to two crossed platinum wires (30 and 34 in FIG. 6) every 0.5-5 minutes. That is, for example, the waveform (a) of FIG. 8 is supplied to the platinum line (30 in FIG. 6), and the waveform (b) of FIG. 8 is supplied to the platinum line (34 in FIG. 6). As a result, the anionized impurities move from the meshed point biased to positive voltage to the meshed point biased negatively, It is possible to prevent performance degradation of the underwater discharge generation core 50 that may occur.

Through the power cable 160 of the underwater discharge generator 100, for example, the waveform (a) of FIG. 8 is shown on the platinum line (30 in FIG. 6), and the diagram (b) of FIG. 8 is on the platinum line (34 in FIG. 6). and be ions are attached form a key generating portion (Nucleation site), ^-) when the waveform is applied, the virtual an the cross mesh points (38 in Fig. 6), the ionized impurities and the electrolytic separation H ^+, OH ^-, O This key formation site becomes a Localized Field Enhancement Region, produces a high current density locally, heats locally, and bubbles form as the water molecules evaporate. Once the bubbles are formed, the bubbles expand and a conduction channel is formed from the cathode electrode to the anode electrode. This is an underwater discharge by the bubble mechanism. Under water discharge, water molecules undergo the following chemical reactions.

^{_{H 2 0 + E → H +}} , OH -, O -

O + O → O ₂

O + O ₂ → O ₃

E is an electrical energy of an electric field applied to H ₂ O.

The generated radicals (OH ^-, O ^-) and ozone (O ₃₎ is to activate the impurity hayeoseo the heavy metals and the ionized impurities (Impurities) and oxidation, which is dissolved in water (5), water ( 5) Viruses, bacteria, and other microorganisms in the cell cause cell lysing (Cell Lysin) to prevent their regeneration.

Depending on the purpose of using the water activated by the underwater discharge generator 100, the method for treating the active oxygen generated by the underwater discharge generation core 50 is different. If the purpose of sterilization and insecticide is to use the water containing the active oxygen generated in the underwater discharge generating core (50) directly. However, in the case of using water containing active oxygen and ozone generated in the underwater discharge generating core 50 of the underwater discharge generator 100 as drinking water (that is, drinking water, etc.), the activated carbon is discharged to the water outlet 150. A filter or the like may be installed, and the activated carbon filter may be used to remove organic matter, active oxygen, and ozone in the water, and then use the alkaline water for drinking.

Next, a water treatment system according to the present invention will be described in detail with reference to FIGS. 9 to 12.

First of all, the natural circulation principle of water is that water on the earth receives solar energy or heat and evaporates to form a cloud layer in the atmosphere, and this cloud layer is polarized into an anode and a cathode. When the electric field strength of the polarized cloud layer is above the breakdown threshold of the path separating the two layers, a breakdown occurs and a conductive channel between the two layers occurs. Is formed.

During this breakdown process, H ₂ O on the path is decomposed into H ⁺ , OH ⁻ , and O ⁻ by High Electric Field Strength. The decomposed radicals OH ^-, O ^- changes the sterilization, oxidation, and harmful compound (Compound Chemical) into harmless substances. Rain, snow, etc., are the surface waters of rain clouds, and the surface waters become valley water or streams flowing down mountains and fields, and some of them penetrate underground and become underground waters.

The water and groundwater flowing down the mountains and fields are naturally filtered and become clear and clean water and suitable for drinking water.

The cycle of water on earth evaporates by solar energy, sterilization by drop, oxidation and chemical decomposition, and natural filter in surface and underground layers is about 15 days, which is the natural circulation principle of water. The water treatment system of the present invention is intended to reproduce the natural circulation principle of the above water.

9 is a view showing a first embodiment of the water treatment system according to the present invention, and FIG. 10 is a circuit block diagram of the water treatment system shown in FIG.

Water treatment system according to the present embodiment, the first reservoir 200, the first water supply valve 250, the pre-filter 300, the second water supply valve 350, the first underwater discharge generator 100A, 1 recombination filter 400, the second underwater discharge generator 100B, the second recombination filter 500, the second reservoir 600, pump 700, several pipes (WL1 ~ WL14), several gases The discharge pipe GL1-GL2, the control unit (80 of FIG. 10) which is not shown, and each drive part (810-830 of FIG. 10) are comprised.

Surface water such as, for example, tertiary water or ground water flows into the first reservoir 200 as raw water through a pipe WL1, and the water stored in the first reservoir 200 is stored in the first reservoir valve. When the opening 250 is opened, the preliminary filter 300 is introduced into the prefilter 300 through the pipe WL2, the first water supply valve 250, and the pipe WL3. The prefilter 300 is a conventional turbidity removal prefilter for removing foreign matters contained in the introduced water.

Water removed from the prefilter 300 is delivered to the second water supply valve 350 through a pipe WL4, where the second water supply valve 350 is controlled as a 3-way valve. In response to the signal, one of the pipes WL4 and WL13 communicates with the pipe WL5, or neither of the pipes WL4 and WL13 communicates with the pipe WL5. When water is supplied from the first reservoir 200 through the first water supply valve 250 and the prefilter 300, the second water supply valve 350 may be connected to the pipe WL4 and the pipe according to a control signal. WL5) is driven to communicate.

Therefore, the water from the prefilter 300 passes through the water supply port 130A of the first underwater discharge generator 100A via the pipe WL4, the second water supply valve 350, and the valve WL5. It flows into the water container of the 1st underwater discharge generator 100A. The first water discharge generator (100A) of the water flowing into the water vessel is generated by the first water discharge core ^{(50A) H +, OH -} , O -, O 3 radicals of (OH ^-, O ^- ) And ozone (O ₃ ) are activated through sterilization, heavy metal oxidation and decomposition of harmful compounds. At this time, the H ⁺ gas and other volatile organic substances are discharged to the gas discharge pipe GL1 through the gas outlet 140A by specific gravity separation.

The water activated in the first underwater discharge generator 100A as described above is introduced into the first recombination filter 400 through the water outlet 150A and the pipe WL6. The first recombination filter 400 is composed of the activated carbon filter and the organic free radicals contained in the flowing water to remove and ozone _{^{(O 3) (OH - -}} , O).

The water from which the active oxygen is removed from the first recombination filter 400 passes through the water supply port 130B of the second underwater discharge generator 100B via a pipe WL7 to generate the second underwater discharge generator 100B. Water enters the container. The second water discharge generator (100B) of the water flowing into the water vessel 2 created by the underwater discharge core ^{(50B) H +, OH -} , O -, O 3 radicals of (OH ^-, O ^- ) And ozone (O ₃ ) are activated again through sterilization, oxidation of heavy metals and oxidation of harmful compounds. At this time, H ⁺ gas and other volatile organic gas by the specific gravity separation is discharged to the gas discharge pipe (GL2) through the gas outlet (140B).

As described above, the water activated again in the second underwater discharge generator 100B is discharged as sterilized water through the water outlet 150B, the pipe WL8, and the pipe WL9. Here, the sterilization may have radicals (OH ^-, O ^-) and ozone (O ₃₎ can give you the sterilization of the virus that has accumulated on vegetables, fruits, vegetables and tableware, etc. because it contains, but also vegetables, fruits, vegetables and tableware Heavy metals and harmful compounds on the back can be activated through oxidation.

At the same time, the water activated again in the second underwater discharge generator 100B is introduced into the second recombination filter 500 through the water outlet 150B, the pipe WL8, and the pipe WL10. The second recombination filter 500 removes organic matter, active oxygen (OH ⁻ , O ⁻ ), and ozone (O ₃ ) contained in the introduced water.

Water (ie, drinking water) from which the active oxygen (OH ⁻ , O ⁻ ) is removed from the second recombination filter 500 flows into the water supply port 610 of the second reservoir 600 through a pipe WL11. do. The water outlet 630 of the second reservoir 600 when the user opens, for example, a faucet not shown in order to use the water (ie, drinking water) introduced into the second reservoir 600 as drinking water. ) And through the pipe (WL14).

On the other hand, when the water that has repeatedly gone through the above process flows into the second reservoir 600 and the second reservoir is high water, the high water state is detected by the sensor 640 is input to the control unit 800, The control unit 800 controls the first water supply valve 250 to block the water flowing from the first reservoir 200.

Thereafter, the control unit 800 cuts off the water flowing from the first reservoir 200, and then a predetermined period of time (for example, every 0.5 hour, 1 hour, 2 hours, 3 hours, 4 For example, the pump 700 is driven after the pipe WL13 and the pipe WL5 communicate with each other by controlling the second water supply valve 350 for a predetermined time (for example, 1 minute to 10 minutes). Let's do it.

Accordingly, the drinking water stored in the second reservoir 600 passes through the water circulation outlet 620, the pipe WL12, the pump 700, the pipe WL13, the second water supply valve 350, and the pipe WL5. Through the water supply port 130A of the first underwater discharge generator 100A is introduced again into the water container of the first underwater discharge generator 100A. Said first drinking water flows into the water container of the water discharge generator (100A) has a first water discharge the active oxygen generated by the core (50A) of, and ozone (O ₃₎ in the activation process by (OH ^{- -,} O) Thereafter, the first recombination filter 400 is introduced through the water outlet 150A and the pipe WL6 to remove organic substances, active oxygen (OH ⁻ , O ⁻ ), and ozone (O ₃ ) contained in the water. Thereafter, the water from which the active oxygen is removed flows into the water container of the second underwater discharge generator 100B through the water supply port 130B of the second underwater discharge generator 100B via the pipe WL7, After being activated again by active oxygen (OH ⁻ , O ⁻ ) and ozone (O ₃ ) generated by the second underwater discharge core 50B, the water outlet 150B, the pipe WL8 and the pipe WL10 a second recombination is introduced into the filter 500, the organic substance and the active oxygen contained in water by (OH ^-, O ^-) and ozone (O ₃₎ second bottom through a pipe (WL11) as drinking water, the following is removed The process flowing into the water supply port 610 of the water bottle 600 is repeated for several minutes (Self Circulation). The natural circulation principle of water can be reproduced by the water self circulation process.

9 to 12, the control operation of the water treatment system according to the first embodiment of the present invention will be described in detail.

First, the control unit 800 performs an initialization process of resetting each circuit component when power is supplied to the water treatment system (step S11), and then the sensor 640 installed in the second reservoir 600 is operated. It is checked whether the high water signal of the second reservoir 600 is input (step S13).

When the input of the high water signal is not detected from the sensor 640 in step S13, the control unit 800 drives the valve driver 820 to control the opening of the first water supply valve 250 and at the same time a second time. The water supply valve 350 is controlled to be in the first open state (that is, the state in which the pipe WL4 and the pipe WL5 communicate with each other in FIG. 9) (step S15).

Subsequently, the control unit 800 drives the power driver 810 to control power to be supplied to the first and second underwater discharge cores 50A and 50B as described with reference to FIG. 8. In the underwater discharge generators 100A and 100B, the inflow water is activated by active oxygen generated through the underwater discharge (steps S17 to S19). Then, the control of the control unit 800 returns to the above step S13.

On the other hand, when the input of the high water signal is detected from the sensor 640 in step S13, the control unit 800 sets the first time count value C1 to 0, then counts the first time, and then the valve. The driving unit 820 is controlled to close the first water supply valve 250 (step S23).

Thereafter, the control unit 800 terminates the driving of the power driver 810 to control the power supply to the first and second underwater discharge cores 50A and 50B so as to stop the first and second underwater discharge generators ( 100A, 100B) to prevent excessive generation of active oxygen in the stagnant water by excessive underwater discharge (step S25).

Here, in the above steps S17 to 19, as shown in (a) of FIG. 12, the underwater discharge occurs continuously by the first and second underwater discharge cores 50A and 50B, whereas in the step S25, As shown in Fig. 12B, the first and second underwater discharge cores 50A and 50B may be controlled so that the underwater discharge occurs intermittently. That is, excessively active oxygen is generated in the stagnant water in the first and second underwater discharge generators 100A and 100B by controlling the underwater discharge operation time Ta to be significantly smaller than the underwater discharge non-operation time Tb. It is desirable to prevent that.

Thereafter, the control unit 800 reaches the predetermined first time count value C1 at a predetermined time t1 (for example, 0.5 hour, 1 hour or 2 hours, or 3 hours or 4 hours, etc.). It judges whether or not it has performed and continues the above-mentioned operation until the predetermined time is reached (step S27).

On the other hand, if it is determined in step S27 that the predetermined time t1 is reached, the control unit 800 sets the second time count value C2 to 0, then counts the second time, and then The valve drive unit 820 is driven to control the second water feed valve 350 to be in a second open state (a state in which the pipe WL13 and the pipe WL5 communicate with each other in FIG. 9) (step S31).

Thereafter, the control unit 800 starts the driving of the power driver 810 and controls the first and second underwater discharge cores 50A and 50B to start supplying power to the first and second underwater discharge generators. 100A, 100B) to allow active oxygen to be generated in the influent by underwater discharge (step S33).

Here, in the above-described step S33, as shown in FIG. 12A, the underwater discharge may be continuously caused by the first and second underwater discharge cores 50A and 50B, or the first and second Since the water flowing into the underwater discharge generators 100A and 100B is drinking water, control is performed so that the underwater discharge occurs intermittently by the first and second underwater discharge cores 50A and 50B, as shown in FIG. You may also do it. That is, by controlling the underwater discharge operation time Ta1 to be similar or larger than the underwater discharge non-operation time Tb1, excessively active oxygen is introduced into the drinking water flowing into the first and second underwater discharge generators 100A and 100B. It may be prevented from occurring.

Thereafter, the control unit 800 controls the pump driving unit 830 so that the drinking water stored in the second reservoir 600 for a predetermined time is the water outlet 620, the pipe WL12, the pump 700, the pipe WL13, second water supply valve 350, piping WL5, first underwater discharge generator 100A, piping WL6, first recombination filter 400, piping WL7, second underwater discharge generation The apparatus 100B, the pipe WL8, the pipe WL10, the second recombination filter 500, and the pipe WL11 are circulated to the second reservoir 600 (step S35).

Subsequently, the control unit 800 has a predetermined time t2 of the counted second time count value C2 (for example, 1 minute or 3 minutes depending on the storage capacity of the second reservoir 600), or 5 minutes, 10 minutes, 20 minutes, 30 minutes, or the like] is determined, and the above operation is continued until the predetermined time is reached (step S37).

On the other hand, if it is determined in step S37 that the predetermined time t2 is reached, the control unit 800 controls the pump driver 830 to stop the driving of the pump 700 and also the valve driver 820. ) To allow the second water feed valve 350 to be closed (step S39), and then control of the control unit 800 returns to the above-described step S13.

As described above, according to one embodiment of the water treatment system according to the present invention, it is possible to reproduce the natural circulation principle of water to provide excellent sterilizing water and high quality drinking water.

Next, a second embodiment of the water treatment system according to the present invention will be described in detail with reference to FIGS. 13 to 16.

13 is a view showing a second embodiment of the water treatment system according to the present invention, and FIG. 14 is a circuit block diagram of the water treatment system shown in FIG.

Compared with the water treatment system of FIG. 9, the water treatment system according to the present embodiment is not a method of obtaining sterilized water through the pipe WL9 in the second underwater discharge generator 100B, but instead of the second water reservoir 600. ) Drinking water is introduced into the water supply port 910 of the third underwater discharge generator 900 through the pipe WL15, the third control valve 950, the pipe WL16, and the third underwater discharge core 50C. By treating the water so that a lot of active oxygen is included in the introduced water is different, and the rest of the configuration is the same will be described here with respect to other components.

A sensor 940 is installed on the top of the water container of the third underwater discharge generator 900 to detect the high water of the water container, and the gas outlet 920 is H ⁺ gas and other volatile organic substances by specific gravity separation. Gas is installed to be discharged to the gas discharge pipe (GL4) and the gas discharge pipe (GL5), the water discharge port 930 is introduced into the water container of the third underwater discharge generator 900 is the third underwater discharge core ( When the user opens, for example, a faucet (not shown) for sterilizing fruit or tableware, the sterilized water containing active oxygen generated by 50C) may be stored in the water container of the third underwater discharge generator 900. It is for discharging the sterilizing water through the pipe (WL17).

Next, the control operation of the water treatment system according to the second embodiment of the present invention will be described in detail with reference to FIGS. 13 to 16.

The water treatment system of this embodiment has the control flow of FIG. 15 in addition to the control flow of the water treatment system of the first embodiment described with reference to FIG.

That is, the sensor 940 detects whether the water container of the third underwater discharge generator 900 is in the high water state and is input to the control unit 800. If it is determined that the signal detected and input by the sensor 940 is not in the high water state, the control unit 800 controls the valve driving unit 820 so that the third water supply valve 950 is in the open state. The drinking water from the reservoir 600 is introduced into the water supply port 910 of the third underwater discharge generator 900 via the pipe WL15, the third water supply valve 950, and the pipe WL16. (Step S43).

Thereafter, the control unit 800 controls the power source driving unit 810 to control the third underwater discharge core 50C to operate in the first operation mode, thereby treating the introduced drinking water to be sterilized water (step S45 ~). S47). In this case, the first operation mode is a mode in which the third underwater discharge core 50C is continuously operated as shown in FIG. 16A. Subsequently, the control of the control unit 800 returns to the above-described step S41.

On the other hand, if it is determined in step S41 that the signal detected and input by the sensor 940 is in the high water state, the control unit 800 controls the valve driver 820 to close the third water supply valve 950. In this state, the drinking water from the second reservoir 600 is blocked from flowing into the water supply port 910 of the third underwater discharge generator 900 (step S49).

Thereafter, the control unit 800 controls the power driving unit 810 to control the third underwater discharge core 50C to operate in the second operation mode, thereby treating the drinking water that is introduced and stagnant as sterilized water. (Steps S51 to S53). Subsequently, the control of the control unit 800 returns to the above-described step S41. Here, the second operation mode is a mode in which the third underwater discharge core 50C is intermittently put into an operating state, as shown in FIG. 16B or 16C. As such, the intermittent operation of the third underwater discharge core 50C is to prevent too much active oxygen from being contained in the stagnant sterilized water. In addition, it is preferable to appropriately adjust the operation time of the third underwater discharge core 50C according to the capacity of the water container of the second underwater discharge generation discharge 900. That is, when the capacity of the water container of the second underwater discharge generation discharge 900 is large, the operating time Ta3 of the third underwater discharge core 50C is set to the non-operation time Tb3 as shown in FIG. In comparison, when the water container is set relatively long, and the capacity of the water container of the second underwater discharge generating discharge 900 is small, the operating time Ta2 of the third underwater discharge core 50C is deactivated as shown in FIG. It is preferable to set shorter than the time Tb2.

The sterilized water activated by the third underwater discharge generator 900 is discharged through the water outlet 930 and the pipe WL17 as described above. Here, the sterilization may have radicals (OH ^-, O ^-) may give you kill such viruses Bury vegetables, fruits, vegetables and tableware, etc. because it contains and ozone (O _3), also vegetables, fruits, vegetables and It can be activated through oxidation for heavy metals and harmful compounds on tableware.

Meanwhile, in the water treatment system according to the second embodiment, the drinking water stored in the second reservoir 600 is used as sterilized water, but the present invention is not limited thereto, and the drinking water stored in the second reservoir 600 is not limited thereto. Instead of making sterilized water, the sterilized water input from the pipe WL9 of FIG. 9 or the sterilized water discharged from the first underwater discharge generator 100A may be input to the third underwater discharge generator 900. In this case, the first operation mode in step S45 of FIG. 15 may be made as shown in FIG. 16A, and the second operation mode in step S51 may be made as shown in FIG. 16B or FIG. 16C. It is preferable that the first operation mode in step S45 be as shown in Fig. 16C, and the second operation mode in step S51 be shown in Fig. 16B.

Meanwhile, in the water treatment system according to the second embodiment, the underwater discharge generating cores 50A to 50C of the first to third underwater discharge generators 100A, 100B and 900 have the same capacity, but the present invention is limited thereto. Instead, the amount of active oxygen generated by the third underwater discharge generating core 50C may be larger than the amount of active oxygen generated by the first and second underwater discharge generating cores 50A and 50B.

On the other hand, in the water treatment system according to the first embodiment described above, although the second reservoir 600 is provided, the second reservoir passage pump 700, the second water supply valve 350, and the pipes WL12 to WL14 are provided. Removes the pipe WL4 and the pipe WL5 into a single pipe, and attaches, for example, a faucet to the pipe WL11 so that the water passed through the second recombination filter 500 is supplied as drinking water. For example, a faucet may be attached to the pipe WL9 to supply water passing through the second underwater discharge generator 100B as sterilized water. In this case, a flow rate sensor is provided in each of the pipes WL9 and WL11 so as to control the water supply to the first underwater discharge generator 100A according to the detection result of the flow rate sensor, or the first underwater A sensor for detecting high water of the water container may be provided in the discharge generator 100A, and the water supply to the first underwater discharge generator 100A may be controlled according to the detection result of the sensor.

In the water treatment system according to the second embodiment, the second water reservoir 600 is provided, but the second water reservoir pump 700, the second water feed valve 350, and the pipes WL12 to WL14 are provided. Removes the pipe WL4 and the pipe WL5 into one pipe, and attaches, for example, a faucet to the pipe WL11 to supply the water passed through the second recombination filter 500 as drinking water. The pipe WL8 may be branched to supply water to the pipe WL14 as well as the second recombination filter 500. In this case, a sensor for detecting high water of the water container may be provided in the first underwater discharge generator 100A and the water supply to the first underwater discharge generator 100A is controlled according to the detection result of the sensor. .

On the other hand, the present invention is not limited to the above-described typical preferred embodiments, but can be carried out in various ways without departing from the gist of the present invention, various modifications, alterations, substitutions or additions are common in the art Those who have knowledge will easily understand. If the implementation by such improvement, change, replacement or addition falls within the scope of the appended claims, the technical idea should also be regarded as belonging to the present invention.

As described in detail above, according to the present invention, an underwater discharge switch was implemented by using platinum as an anode and a cathode by using water characteristics and using water as a switching medium. The number of underwater discharge cells is achieved by winding the platinum wire in the frame in a cross shape to implement Virtual Meshed Electrode Points (underwater discharge cells) and by constructing the virtual meshed electrode points in the frame in a double structure. By greatly increasing the efficiency of the underwater discharge generation core with extremely high efficiency can be implemented.

When the voltage is applied to the virtual meshed electrode points using the breakdown mechanism, the water self-breakdown phenomenon and the water self-recovery shape are continuously repeated. Since underwater discharge occurs, free radicals and ozone can be effectively generated.

In addition, instead of implementing the underwater discharge electrode on the platinum plate, it is made by winding the platinum wire around the frame, which can significantly reduce the material cost.

In addition, by making several oval and spherical holes in the fabrication of the frame, it is possible to eliminate the possibility of cutting the platinum wire due to shrinkage of the platinum wire when the underwater discharge generating core is operated at a low temperature.

By inserting platinum wires as equipotential means on the side of the frame, the potentials of the long platinum wires were made the same regardless of the relative position. This results in a uniform electric field in all meshed electrode points (underwater discharge cells), so that underwater discharge at all meshed electrode points, not just specific meshed electrode points, is achieved. Water Discharge) may occur.

In addition, the heights of the X and Y axes of the frame were spaced apart by Δh to the upper side and Δh to the lower side. If the platinum wire is wound in the X and Y axes in a frame that differs in height Δh, virtual meshed electrode points are formed in double (upper and lower) to make the height of the X and Y axes the same. It is possible to form twice the mesh electrode points (underwater discharge cells) than when.

In addition, the water treatment system is composed of a pre-filter, a first underwater discharge generator, a recombination filter, a second underwater discharge generator, a recombination filter, and a water reservoir, and each minute at regular intervals (every 1 hour, 2 hours, 3 hours). By circulating water reservoir → pump → primary discharge → recombination → secondary discharge → recombination → reservoir, water can reproduce the natural circulation principle.

In addition, the water treatment system of the present invention has the advantage that can be provided at the same time drinking water and sterilization water.

Claims (22)

A frame supporting the body in the X-axis direction with the right support part and the left support part having a size larger than the body in the Z-axis direction by the upper and lower parts respectively; A first conductive wire wound between the front part and the rear part in the Y-axis direction of the body; A second lead wound between the right support and the left support of the frame; First equipotential means for bringing the first conductor into the same potential state; An underwater discharge generating core comprising a second equipotential means for bringing the second conductor into the same potential state. The method of claim 1, An underwater discharge generating core, wherein the core is positioned between the first and second conductive wires wound on the frame, and further comprises an insulated wire wound between the front and rear parts of the body. The method of claim 1, An underwater discharge generating core, wherein the core is positioned between the first and second conductors wound on the frame, and further includes an insulated wire wound between the right and left supports of the frame. The method of claim 2 or 3, And the insulation line is wound around the coil in at least one shape selected from an X shape, a Z shape and a # shape. The method according to claim 1 or 2, The first and second leads, the first and second equipotential means are underwater discharge generation core, characterized in that consisting of a platinum wire. The method of claim 5, The platinum wire is an underwater discharge generation core, characterized in that the diameter of 0.1 ~ 0.2mm. The method of claim 5, Underwater discharge generating core, characterized in that the frame is made of an insulating material. The method of claim 7, wherein At least one intermediate support part is further formed in the body of the frame at predetermined intervals in a direction corresponding to the left and right support parts, and the intermediate support part is larger by a predetermined size than the body in the upper and lower directions in the Z-axis direction, respectively. An underwater discharge generating core having a size. The method of claim 8, Grooves are formed at regular intervals on the right and left supports and the intermediate support of the frame, the corners and at least one surface of the front and rear portions of the body, respectively. The first and second conductors are wound to maintain a predetermined distance along the groove, The groove is formed so that the height direction of the first and second conductors of 0.8 ~ 1.2mm is maintained, and the width direction of the first and second conductors of 0.5 ~ 3mm are maintained. Discharge generated core. The method of claim 8, Underwater discharge generating core, characterized in that at least one hole is formed between the right support, the left support and the intermediate support of the body. A water container; A water supply port through which water flows into the water container; A water outlet through which water is discharged from the water container; The frame is installed in the water container, the right support and the left support in the X-axis direction supports the body, the left and right support is a frame having a size larger than the body in the upper and lower portions in the Z-axis direction, respectively And a first conductor wound between the front part and the rear part in the Y-axis direction of the body, a second conductor wound between the right support part and the left support part of the frame, and for making the first conductor to the same potential state. An underwater discharge generating core comprising a first equipotential means and a second equipotential means for bringing the second conductor into the same potential state; A gas discharge port for discharging the gas generated at the time of underwater discharge by the underwater discharge generation core; Underwater discharge generating apparatus comprising a power supply means for supplying power to the underwater discharge generating core through a power cable. The method of claim 11, The water discharge generator, characterized in that the water container is made of a transparent material. The method of claim 11, Underwater discharge generating apparatus, characterized in that two or more underwater discharge generating cores are installed. The method according to claim 11 or 13, The power supply means is a water discharge generating apparatus characterized in that the first and second wires are applied to alternating positive (+) voltage and negative (-) voltage at predetermined time intervals, respectively. The method of claim 14, Underwater discharge generator, characterized in that the predetermined time interval is in the range of 0.5 to 5 minutes. At least one underwater discharge treatment means for generating activated oxygen by underwater discharge with respect to the incoming water; Drinking water supply means for supplying drinking water activated by the underwater discharge treatment means; Water treatment system comprising a control means for controlling the underwater discharge treatment means. The method of claim 16, The drinking water supply means is configured to include a reservoir for temporarily storing the water activated by the underwater discharge treatment means, Water circulation treatment means for supplying the water stored in the reservoir for a predetermined time to the underwater discharge treatment means, And the control means controls the water circulation treatment means together with the underwater discharge treatment means. The method of claim 17, The reservoir is provided with a sensor for detecting the high water of the water flowing into the reservoir, The control means controls the water to flow into the underwater discharge processing means when the high water detection signal is not input from the sensor, and blocks water from entering the underwater discharge processing means when the high water detection signal is input from the sensor. And the water circulation treatment means and the water discharge treatment means to control the water circulation treatment means so that the water stored in the reservoir is introduced into the underwater discharge treatment means and subjected to activation treatment by the underwater discharge again. . The method of claim 18, The control means controls a relatively large amount of active oxygen to be generated in the underwater discharge generator of the underwater discharge processing means while the high water detection signal is not input from the sensor, while detecting the high water from the sensor. When the signal is input to the water flowing from the reservoir by the water circulation means in the underwater discharge generator of the underwater discharge treatment means to generate active oxygen for 1 minute to 10 minutes in a cycle of 0.5 hours to 4 hours Water treatment system characterized in that. The method of claim 17, And a sterilizing water supply means configured to include an active discharge generator for supplying the activated oxygen stored water in the reservoir as active sterilized water by the underwater discharge. The method of claim 20, The underwater discharge generator is provided with a second sensor for detecting the high water of the water flowing into the underwater discharge generator, The control means causes the water from the reservoir to flow into the underwater discharge generator of the sterilizing water supply means when the high water detection signal is not input from the second sensor and at the same time, a relatively large amount of activity is generated in the underwater discharge generator. While the oxygen is controlled to be generated, when the high water detection signal is input from the second sensor, water from the reservoir is blocked from flowing into the sterilizing water supply means, and at the same time, a relatively small amount of the water discharge generator is used. Water treatment system, characterized in that for controlling the generation of free radicals. The method of claim 20, And at least one underwater discharge generating core for activating the introduced water by underwater discharge in the underwater discharge treatment means and the underwater discharge generator.