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WO2021220383A1 - Ozone-dissolved water production method - Google Patents

Ozone-dissolved water production method Download PDF

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Publication number
WO2021220383A1
WO2021220383A1 PCT/JP2020/018064 JP2020018064W WO2021220383A1 WO 2021220383 A1 WO2021220383 A1 WO 2021220383A1 JP 2020018064 W JP2020018064 W JP 2020018064W WO 2021220383 A1 WO2021220383 A1 WO 2021220383A1
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WIPO (PCT)
Prior art keywords
ozone
water
dissolved
containing gas
dissolved water
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Ceased
Application number
PCT/JP2020/018064
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French (fr)
Japanese (ja)
Inventor
勇仁 藤田
正史 小林
雄大 マイケル 藤田
奈都子 小林
壯 切石
雄一郎 眞鍋
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Marunaka ltd
Nano-Science Laboratory Corp
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Marunaka ltd
Nano-Science Laboratory Corp
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Priority to JP2020544866A priority Critical patent/JPWO2021220383A1/ja
Priority to PCT/JP2020/018064 priority patent/WO2021220383A1/en
Publication of WO2021220383A1 publication Critical patent/WO2021220383A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F21/00Dissolving
    • CCHEMISTRY; METALLURGY
    • C01INORGANIC CHEMISTRY
    • C01BNON-METALLIC ELEMENTS; COMPOUNDS THEREOF; METALLOIDS OR COMPOUNDS THEREOF NOT COVERED BY SUBCLASS C01C
    • C01B13/00Oxygen; Ozone; Oxides or hydroxides in general
    • C01B13/10Preparation of ozone
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/34Treatment of water, waste water, or sewage with mechanical oscillations
    • C02F1/36Treatment of water, waste water, or sewage with mechanical oscillations ultrasonic vibrations
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/46Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461Treatment of water, waste water, or sewage by electrochemical methods by electrolysis

Definitions

  • the present invention relates to an ozone-dissolved water generation method for generating ozone-dissolved water in which ozone is dissolved in water.
  • Ozone-dissolved water has a strong oxidizing power like ozone gas, has no persistence, and has almost no environmental load, so it is used for various purposes such as disinfection, sterilization, deodorization, decolorization, and cleaning.
  • the ozone-containing gas generated by the ozonizer is dissolved in water by bubbling or the like, or the ozone generated by electrolyzing water is dissolved in water.
  • ozone-dissolved water cannot be prepared and must be used while generating ozone-dissolved water at the site.
  • ozone is basically low in solubility in water, it may take some time to generate ozone-dissolved water with the required dissolved ozone concentration, and ozone that could not be dissolved in water is ozone gas. Since it will be released into the atmosphere as a waste ozone gas, it may be necessary to treat the released waste ozone gas. Therefore, it is desired to improve the solubility of ozone in water so that ozone can be efficiently dissolved in water in a short time.
  • an object of the present invention is to provide a method for producing ozone-dissolved water, which can efficiently dissolve ozone in water in a short time.
  • the invention according to claim 1 is a method for generating ozone-dissolved water in which ozone is dissolved in water, and fine bubbles of ozone-containing gas having a diameter of nano-order are generated.
  • a method for generating ozone-dissolved water which comprises supplying an ozone-containing gas into the water while applying a vibration of 0.5 ⁇ 10 4 [W / m 2 ] or more to the water in a state of being present in water. It is to provide.
  • the ozone-containing gas in the method for generating ozone-dissolved water according to claim 1, is supplied into water, and fine bubbles of the ozone-containing gas having a diameter of nano-order are introduced into water. It is characterized by generating.
  • the number concentration of fine bubbles of the ozone-containing gas having a diameter of nano-order existing in water is 1.0. it is characterized in that at ⁇ 10 6 [pieces / mL] or more.
  • the invention according to claim 4 is a method for generating ozone-dissolved water in which ozone is dissolved in water, wherein ozone-containing gas is generated in the water by electrolyzing the water. It is characterized in that a vibration satisfying the formula (1) is applied to water.
  • I (2 ⁇ ⁇ f ⁇ A ) 2 ⁇ Z 0 /2 ⁇ 8.56 ⁇ 10 12 ⁇ (1)
  • f Frequency [Hz]
  • A: Amplitude [m] Z 0: acoustic impedance of water ( 1.6 ⁇ 10 6 [kg / (cm 2 ⁇ s)])
  • the invention according to claim 5 is a method for generating ozone-dissolved water in which ozone is dissolved in water, and the diameter is nano-order in the water of the ozone-dissolving portion to which water is sequentially supplied. While supplying an ozone-containing gas containing fine bubbles of the ozone-containing gas, ozone-dissolved water is generated in the ozone-dissolving part by applying a vibration of 0.5 ⁇ 10 4 [W / m 2] or more, and the ozone-dissolving part is generated. It is characterized in that the same amount of ozone-dissolved water as the amount of water supplied to the gas-dissolved portion is sequentially released from the gas-dissolved portion.
  • the invention according to claim 6 is characterized in that, in the method for generating ozone-dissolved water of the invention according to claim 5, the ozone-dissolved water generated in the ozone-dissolving portion is discharged from the ozone-dissolving portion as ozone mist. It is said.
  • a vibration of 0.5 ⁇ 10 4 [W / m 2 ] or more is applied to the water while being submerged in the water.
  • the ozone-containing gas when the ozone-containing gas is supplied, when the ozone-containing gas is supplied by bubbling or the like in water in which fine bubbles of the ozone-containing gas having a diameter of nano-order do not exist.
  • ozone-dissolved water having a high dissolved ozone concentration can be generated in a short time.
  • the fine bubbles of the ozone-containing gas having a diameter of nano-order need not be present in the water in advance, and the ozone-containing gas is supplied to the water as in the method for producing ozone-dissolved water according to the second aspect of the invention.
  • the same effect can be obtained by generating fine bubbles of ozone-containing gas having a diameter of nano-order in water.
  • the number concentration of fine bubbles of the ozone-containing gas having a diameter of nanometer order existing in water is 1.0 ⁇ 10 6 [pieces / mL] or If there is, it is possible to generate ozone-dissolved water having a higher concentration in a shorter time than when the concentration is lower than the number concentration.
  • the strength I is 8.56 while generating ozone-containing gas in water by electrolyzing water as in the ozone-dissolved water generation method of the invention according to claim 3.
  • a vibration of ⁇ 10 12 [W / m 2 ] or more By applying a vibration of ⁇ 10 12 [W / m 2 ] or more to water, fine bubbles of ozone-containing gas having a diameter of nano-order can be generated of 1.0 ⁇ 10 6 [pieces / mL] or more.
  • ozone-dissolved water having a high dissolved ozone concentration can be generated in a short time.
  • the ozone-dissolved water generation method of the invention according to claims 1 to 4 is used to dissolve ozone in still water
  • the dissolved ozone concentration in the still water increases immediately after the start of dissolution, but reaches a plateau with the passage of time. After that, it decreases, so as in the invention of claim 5, an ozone-containing gas containing fine bubbles of ozone-containing gas having a diameter of nano-order is placed in the water of the ozone-dissolving portion to which water is sequentially supplied.
  • ozone-dissolved water By applying a vibration of 0.5 ⁇ 10 4 [W / m 2 ] or more while supplying, ozone-dissolved water is generated in the ozone-dissolving part, and the same amount of ozone-dissolving as the amount of water supplied to the ozone-dissolving part is generated. It is desirable to use ozone-dissolved water having a high dissolved ozone concentration by sequentially releasing water from the gas-dissolving part.
  • the dissolved ozone concentration is determined by releasing the ozone mist from the ozone-dissolving portion as in the ozone-dissolved water generation method of the invention according to claim 6. High ozone mist can be released continuously.
  • the ozone-dissolved water generation method according to the present invention it is a graph showing the influence of the number concentration of fine bubbles of ozone-containing gas having a diameter of nano-order in water on the dissolved ozone concentration of the generated ozone-dissolved water.
  • FIG. 1 shows an ozone-dissolved water generation device 1 for carrying out the ozone-dissolved water generation method according to the present invention.
  • the ozone-dissolved water generator 1 has a storage tank 10 for storing tap water and a water electrolytic ozone generator that electrolyzes tap water stored in the storage tank 10 to generate ozone.
  • the means 20 and the vibration applying means 30 for applying vibration to the water stored in the storage tank 10 are provided.
  • the water electrolytic ozone generating means 20 includes a plate-shaped electrode unit 21 that electrolyzes water to generate ozone, and a DC power supply device 24 that applies a DC voltage to the electrode unit 21.
  • the electrode unit 21 is installed in a storage tank 10 in an upright state.
  • the electrode unit 21 includes an anode plate 22 formed of a punching metal made of niobium coated with boron-doped diamond (BDD) and a cathode plate 23 formed of a punching metal made of SUS304.
  • the electrode units 21 are alternately arranged with a slight gap between them, and a DC voltage is applied between the anode plate 22 and the cathode plate 23 in a state where the electrode units 21 are immersed in tap water stored in the storage tank 10.
  • water is electrolyzed, ozone and oxygen are generated on the anode plate 22 side, and hydrogen is generated on the cathode plate 23 side.
  • the vibration applying means 30 includes an oscillator 31 that vibrates tap water stored in the storage tank 10 and is arranged in the storage tank 10 in a state close to the electrode unit 21. It is composed of an oscillator 32 that applies a continuous wave AC signal to the oscillator 31, and has a predetermined frequency within the range of 20 [Hz] to 2 [MHz] in tap water stored in the storage tank 10. Vibration is applied continuously.
  • the vibrator 31 a Langevin type vibrator, a piezoelectric vibrator (piezo element) or the like can be used, and the vibrator may be appropriately selected according to the required frequency range.
  • Example 1 As shown in Table 1, 3 [L] of tap water was introduced into the storage tank 10 and 12 [between the anode plate 22 and the cathode plate 23) immersed in the tap water stored in the storage tank 10. By applying a DC voltage of V] for 20 minutes, an ozone-containing gas is generated in the water in the storage tank 10, and the vibrator 31 causes the tap water in the storage tank 10 to have a frequency of 2 [MHz] and an amplitude of 2. Ozone-dissolved water was produced by continuously applying a vibration of .08 ⁇ 10-6 [m] for 20 minutes. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 5.48 ⁇ 10 14 [W / m 2 ].
  • Example 2 As shown in Table 1, the voltage application time to the electrode unit 21 is 10 minutes, the amplitude of the vibration applied to the tap water in the storage tank 10 is 0.27 ⁇ 10-6 [m], and the vibration application time is 10 minutes. Ozone-dissolved water was produced in the same manner as in Example 1 except for a certain point. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 9.48 ⁇ 10 12 [W / m 2 ].
  • Example 3 As shown in Table 1, the same as in Example 2 except that the frequency of vibration applied to tap water in the storage tank 10 is 20 [kHz] and the amplitude is 41.1 ⁇ 10-6 [m]. In addition, ozone-dissolved water was generated. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 2.13 ⁇ 10 13 [W / m 2 ].
  • Example 4 As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 3 except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 27.4 ⁇ 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 9.48 ⁇ 10 12 [W / m 2 ].
  • Example 5 As shown in Table 1, the same as in Example 2 except that the frequency of vibration applied to tap water in the storage tank 10 is 100 [kHz] and the amplitude is 8.22 ⁇ 10-6 [m]. In addition, ozone-dissolved water was generated. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 2.14 ⁇ 10 13 [W / m 2 ].
  • Example 6 As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 5, except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 5.48 ⁇ 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 9.48 ⁇ 10 12 [W / m 2 ].
  • Example 7 As shown in Table 1, the same as in Example 2 except that the frequency of vibration applied to tap water in the storage tank 10 is 40 [kHz] and the amplitude is 27.4 ⁇ 10-6 [m]. In addition, ozone-dissolved water was generated. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 3.78 ⁇ 10 13 [W / m 2 ].
  • Example 8 As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 7, except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 13.7 ⁇ 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 9.48 ⁇ 10 12 [W / m 2 ].
  • Example 5 As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 5, except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 2.74 ⁇ 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 2.37 ⁇ 10 12 [W / m 2 ].
  • Example 9 As shown in Table 1, ozone-dissolved water was produced in the same manner as in Example 3 except that the frequency of vibration applied to tap water in the storage tank 10 was 200 [Hz]. The intensity of the vibration transducer 31 at this time is applied to the tap water is 2.14 ⁇ 10 9 [W / m 2].
  • the amplitude voltage generated by the unimorph type piezoelectric element (C-8 manufactured by Fuji Ceramics Corporation) immersed in tap water in the storage tank 10 in response to the vibration applied by the vibrator 31.
  • V was measured and calculated from the measured amplitude voltage V and the equivalent piezoelectric constant d31 of the piezoelectric element from the following equation (2).
  • A d 31 x V ...
  • V Measured amplitude voltage [V]
  • the vibration intensity was calculated from the lower equation (3) from the frequency of the vibration applied to the tap water by the vibrator 31 and the amplitude calculated from the upper equation (2).
  • I (2 ⁇ ⁇ f ⁇ A) 2 ⁇ Z 0/2 ⁇ ⁇ ⁇ (3)
  • f Frequency [Hz]
  • Example 1 the dissolved ozone concentration of the ozone-dissolved water in the storage tank 10 was measured immediately after the start of generation of the ozone-containing gas by the water electrolytic ozone generating means 20, and the dissolved ozone meter (Custom Co., Ltd.) It was measured every 2 minutes using DOZ-1000PE), and the results are shown in the graph of FIG.
  • a nanoparticle analysis system (Nanosite LM10 manufactured by Malvern) was used to determine the bubble diameter (mode diameter) and the number concentration of fine bubbles existing in the ozone-dissolved water in the storage tank 10 after 10 minutes had passed. was measured using the bubble diameter (mode diameter) is 118 [nm], the number density was confirmed to be 9.1 ⁇ 10 8 [pieces / mL].
  • Example 1 the dissolved ozone concentration rapidly increased to 3.9 [mg / L] after 4 minutes, and increased to 5.7 [mg / L] after 12 minutes.
  • Comparative Example 1 the dissolved ozone concentration did not rise sharply in the initial stage, and while gradually rising, the dissolved ozone concentration reached a plateau at 4.0 [mg / L] after 16 minutes.
  • Example 1 in which a vibration having an intensity I of 8.56 ⁇ 10 12 [W / m 2 ] or more was applied to the water while generating an ozone-containing gas in the water by electrolyzing the water, the vibration was applied to the water. It was confirmed that ozone-dissolved water having a high dissolved ozone concentration can be generated in a short time as compared with Comparative Example 1 in which ozone-containing gas is simply generated in water by electrolyzing water without doing so.
  • the dissolved ozone concentration of the generated ozone-dissolved water was determined at the time when the application of vibration by the vibrator 31 was stopped (at the time when 10 minutes had passed).
  • the bubble diameter (mode diameter) and number concentration of fine bubbles existing in the generated ozone-dissolved water are measured by a nanoparticle analysis system (Nanosite manufactured by Malvern). The measurement was performed using LM10), and the results are shown in Table 2.
  • Example 1 and Comparative Example 1 as described above, the dissolved ozone concentration of the ozone-dissolved water was measured every 2 minutes. Table 2 shows the dissolved ozone concentration after 10 minutes and 10 minutes. The bubble diameter (mode diameter) and the number concentration of fine bubbles existing in the ozone-dissolved water at the elapsed time are shown.
  • the ozone-dissolved waters obtained in Examples 2 to 8 in which the intensity I of the vibration applied by the vibrator 31 is 8.56 ⁇ 10 12 [W / m 2] or more have a dissolved ozone concentration. It was as high as 4.77 [mg / L] to 5.63 [mg / L], but the intensity I of the applied vibration was less than 8.56 ⁇ 10 12 [W / m 2 ] in Comparative Examples 2 to 12.
  • the obtained ozone-dissolved water had a low dissolved ozone concentration of 3.33 [mg / L] to 4.10 [mg / L].
  • vibration with an intensity I of 8.56 ⁇ 10 12 [W / m 2 ] or more is applied to the water while generating an ozone-containing gas in the water by electrolyzing the water.
  • ozone-dissolved water having a high dissolved ozone concentration can be generated in a short time as compared with a general electrolysis method in which ozone generated by electrolyzing water is simply dissolved in water.
  • the ozone-dissolved water obtained in Examples 2 to 8 in which the intensity I of the vibration applied by the vibrator 31 is 8.56 ⁇ 10 12 [W / m 2] or more contains bubbles. before and after diameter (mode diameter) is 100 nm, the number density can be confirmed that the ozone-containing fine bubbles of 9.5 ⁇ 10 8 [pieces /mL] ⁇ 6.7 ⁇ 10 8 [pieces / mL] is present rice field.
  • the ozone-dissolved waters obtained in Comparative Examples 2 to 12 in which the intensity I of the applied vibration was less than 8.56 ⁇ 10 12 [W / m 2] were cloudy and contained ozone of 3 ⁇ m or more. It is considered that a large amount of bubbles are generated. Therefore, the nanoparticle analysis system could not measure the bubble diameter and the number concentration of nano-sized fine bubbles.
  • the bubble diameter (mode diameter) is 100 number concentration of fine bubbles [nm] about the ozone-containing gas is 1.0 ⁇ 10 7 [pieces / mL] in which fine-bubble-containing water 3 [L] to create, the fine while passing ozone gas into the bubble-containing water 1000 [ppm], the frequency is 4 [kHz], the amplitude in the 1.0 ⁇ 10 -3 [m], the intensity is 5.05 ⁇ 10 8 [W / m 2] Ozone-dissolved water was generated by continuously applying the vibration of the above for 20 minutes.
  • Example 10 Number concentration of fine bubbles of the bubble diameter (mode diameter) is 100 [nm] about the ozone-containing gas present in the fine-bubble-containing water, except that it is 1.0 ⁇ 10 6 [pieces / mL], carried Ozone-dissolved water was produced in the same manner as in Example 9.
  • Example 11 Number concentration of fine bubbles of the bubble diameter (mode diameter) is 100 [nm] about the ozone-containing gas present in the fine-bubble-containing water, except that it is 1.0 ⁇ 10 5 [pieces / mL], carried Ozone-dissolved water was produced in the same manner as in Example 9.
  • the ozone-containing gas in Examples 10 and 11 the number concentration of fine bubbles is 1.0 ⁇ 10 6 [pieces / mL] or more, the dissolved ozone concentration in 4 minutes elapse 5 risend [mg / L] or more, and the elapsed time 10 minutes was increased to 6 [mg / L] before and after, the number concentration of fine bubbles of the ozone-containing gas is 1.0 ⁇ 10 6 the number / mL]
  • Example 12 which is lower than that, the dissolved ozone concentration at the lapse of 4 minutes increased only to 3.5 [mg / L], and the dissolved ozone concentration at the lapse of 10 minutes increased only to 4.8 [mg / L], and the gas content was contained.
  • the strength is applied to the vibration of 5.05 ⁇ 10 8 [W / m 2] in water is not limited thereto, are prepared in advance, When supplying ozone gas or ozone-containing gas to fine bubble-containing water in which fine bubbles of ozone-containing gas having a diameter of nano-order are present, or by applying fine bubbles of ozone-containing gas having a diameter of nano-order to water by a method other than vibration application.
  • the intensity of vibration applied to the water to dissolve the supplied ozone gas or ozone-containing gas in water is 0.5 ⁇ 10 4 [W. / M 2 ] or more.
  • the electrode unit 21 While continuously supplying tap water to the storage tank 10 in which the electrode unit 21 of the means 20 and the vibrator 31 of the vibration applying means 30 are arranged, the electrode unit 21 puts an ozone-containing gas into the water in the storage tank 10. Is generated, and ozone-dissolved water is generated in the storage tank 10 by applying vibration having a strength I of 8.56 ⁇ 10 12 [W / m 2 ] or more to the tap water in the storage tank 10 by the vibrator 31. Then, the same amount of ozone-dissolved water as the amount of tap water supplied to the storage tank 10 may be sequentially discharged from the storage tank 10 to use the ozone-dissolved water having a high dissolved ozone concentration.
  • An example of the use of ozone-dissolved water is ozone mist, and in that case, the same amount of tap water as the ozone-dissolved water released as ozone mist is supplied to the storage tank 10.
  • the present invention can be used to generate ozone-dissolved water in which ozone is dissolved in water.
  • Oscillator 1, 2 Ozone-dissolved water generator 10 Storage tank 20 Water electrolysis type ozone generation means 21 Electrode unit 22 Anode plate 23 Cathode plate 24 DC power supply device 30 Vibration application means 31 Oscillator 32 Oscillator

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Abstract

[Problem] To provide an ozone-dissolved water production method, whereby ozone can be dissolved in water within a short time with high efficiency. [Solution] Three [L] of tap water is introduced into a storage tank 10, and then 12 [V] of a direct-current voltage is applied to an electrode unit 21 (between an anode plate 22 and a cathode plate 23) immersed in the tap water stored in the storage tank 10 for 20 minutes to generate an ozone-containing gas in the water in the storage tank 10 and, simultaneously, oscillations each having a frequency of 2 [MHz] and an amplitude of 2.08×10-6 [m] are applied continuously to the tap water in the storage tank 10 by means of an oscillator 31 for 20 minutes, whereby ozone-dissolved water is produced. In this regard, the intensity of the oscillations applied to the tap water by means of the oscillator 31 is 5.48×1014 [W/m2].

Description

オゾン溶解水生成方法Ozone dissolved water generation method

 この発明は、オゾンを水に溶解させたオゾン溶解水を生成するオゾン溶解水生成方法に関する。 The present invention relates to an ozone-dissolved water generation method for generating ozone-dissolved water in which ozone is dissolved in water.

 オゾン溶解水は、オゾンガス同様に強い酸化力を有し、残留性がなく環境負荷もほとんどないことから、消毒、殺菌、脱臭、脱色、洗浄など様々な用途に使用されており、一般的には、オゾナイザーで生成したオゾン含有ガスをバブリング等によって水に溶解させるガス溶解法や、水を電気分解することによって発生したオゾンを水に溶解させる電気分解法等によって生成されている。 Ozone-dissolved water has a strong oxidizing power like ozone gas, has no persistence, and has almost no environmental load, so it is used for various purposes such as disinfection, sterilization, deodorization, decolorization, and cleaning. , The ozone-containing gas generated by the ozonizer is dissolved in water by bubbling or the like, or the ozone generated by electrolyzing water is dissolved in water.

特開2018-161619号公報Japanese Unexamined Patent Publication No. 2018-161619

 しかしながら、水に溶解した状態では半減期が非常に短いことから、オゾン溶解水は作り置きすることができず、現場においてオゾン溶解水を生成しながら使用する必要がある。また、オゾンは基本的に水への溶解性が低いので、要求される溶存オゾン濃度のオゾン溶解水を生成するのにある程度の時間がかかる場合があると共に、水に溶解できなかったオゾンはオゾンガスとして大気に放出されることになるので、放出された廃オゾンガスを処理しなければならない場合もある。従って、オゾンを短時間で効率よく水に溶解させることができるように、水に対するオゾンの溶解性を向上させることが望まれている。 However, since the half-life is very short when dissolved in water, ozone-dissolved water cannot be prepared and must be used while generating ozone-dissolved water at the site. In addition, since ozone is basically low in solubility in water, it may take some time to generate ozone-dissolved water with the required dissolved ozone concentration, and ozone that could not be dissolved in water is ozone gas. Since it will be released into the atmosphere as a waste ozone gas, it may be necessary to treat the released waste ozone gas. Therefore, it is desired to improve the solubility of ozone in water so that ozone can be efficiently dissolved in water in a short time.

 そこで、この発明の課題は、オゾンを短時間で効率よく水に溶解させることのできるオゾン溶解水生成方法を提供することにある。 Therefore, an object of the present invention is to provide a method for producing ozone-dissolved water, which can efficiently dissolve ozone in water in a short time.

 上記の課題を解決するため、請求項1に係る発明は、オゾンを水に溶解させたオゾン溶解水を生成するオゾン溶解水生成方法であって、直径がナノオーダーのオゾン含有気体の微細気泡を水中に存在させた状態で、0.5×10 [W/m]以上の振動を水に印加しながら、その水中にオゾン含有気体を供給することを特徴とするオゾン溶解水生成方法を提供するものである。 In order to solve the above problem, the invention according to claim 1 is a method for generating ozone-dissolved water in which ozone is dissolved in water, and fine bubbles of ozone-containing gas having a diameter of nano-order are generated. A method for generating ozone-dissolved water, which comprises supplying an ozone-containing gas into the water while applying a vibration of 0.5 × 10 4 [W / m 2 ] or more to the water in a state of being present in water. It is to provide.

 また、請求項2に係る発明は、請求項1に係る発明のオゾン溶解水生成方法において、前記オゾン含有気体を水中に供給しながら、直径がナノオーダーの前記オゾン含有気体の微細気泡を水中に生成することを特徴としている。 Further, in the invention according to claim 2, in the method for generating ozone-dissolved water according to claim 1, the ozone-containing gas is supplied into water, and fine bubbles of the ozone-containing gas having a diameter of nano-order are introduced into water. It is characterized by generating.

 また、請求項3に係る発明は、請求項1または2に係る発明のオゾン溶解水生成方法において、水中に存在する直径がナノオーダーの前記オゾン含有気体の微細気泡の個数濃度が、1.0×10[個/mL]以上であることを特徴としている。 Further, in the invention according to claim 3, in the method for producing ozone-dissolved water of the invention according to claim 1 or 2, the number concentration of fine bubbles of the ozone-containing gas having a diameter of nano-order existing in water is 1.0. it is characterized in that at × 10 6 [pieces / mL] or more.

 また、請求項4に係る発明は、オゾンを水に溶解させたオゾン溶解水を生成するオゾン溶解水生成方法であって、水を電気分解することによって水中にオゾン含有気体を発生させながら、下式(1)を満足する振動を水に印加することを特徴としている。
  I=(2π×f×A)×Z/2≧8.56×1012 ・・・(1)
    I:強度[W/m]
    f:周波数[Hz]
    A:振幅[m]
    Z:水の音響インピーダンス(=1.6×10[kg/(cm・s)])
The invention according to claim 4 is a method for generating ozone-dissolved water in which ozone is dissolved in water, wherein ozone-containing gas is generated in the water by electrolyzing the water. It is characterized in that a vibration satisfying the formula (1) is applied to water.
I = (2π × f × A ) 2 × Z 0 /2≧8.56×10 12 ··· (1)
I: Strength [W / m 2 ]
f: Frequency [Hz]
A: Amplitude [m]
Z 0: acoustic impedance of water (= 1.6 × 10 6 [kg / (cm 2 · s)])

 また、請求項5に係る発明は、オゾンを水に溶解させたオゾン溶解水を生成するオゾン溶解水生成方法であって、水が順次供給されるオゾン溶解部の水中に、直径がナノオーダーのオゾン含有気体の微細気泡を含むオゾン含有気体を供給しながら、0.5×10 [W/m]以上の振動を印加することによってオゾン溶解部にオゾン溶解水を生成し、オゾン溶解部への水の供給量と同量のオゾン溶解水を気体溶解部から順次放出することを特徴としている。 The invention according to claim 5 is a method for generating ozone-dissolved water in which ozone is dissolved in water, and the diameter is nano-order in the water of the ozone-dissolving portion to which water is sequentially supplied. While supplying an ozone-containing gas containing fine bubbles of the ozone-containing gas, ozone-dissolved water is generated in the ozone-dissolving part by applying a vibration of 0.5 × 10 4 [W / m 2] or more, and the ozone-dissolving part is generated. It is characterized in that the same amount of ozone-dissolved water as the amount of water supplied to the gas-dissolved portion is sequentially released from the gas-dissolved portion.

 また、請求項6に係る発明は、請求項5に係る発明のオゾン溶解水生成方法において、前記オゾン溶解部において生成されたオゾン溶解水を、オゾンミストとして前記オゾン溶解部から放出することを特徴としている。 Further, the invention according to claim 6 is characterized in that, in the method for generating ozone-dissolved water of the invention according to claim 5, the ozone-dissolved water generated in the ozone-dissolving portion is discharged from the ozone-dissolving portion as ozone mist. It is said.

 以上のように、直径がナノオーダーのオゾン含有気体の微細気泡を水中に存在させた状態で、0.5×10 [W/m]以上の振動を水に印加しながら、その水中にオゾン含有気体を供給するようにした請求項1に係る発明のオゾン溶解水生成方法では、直径がナノオーダーのオゾン含有気体の微細気泡を存在させない水中にオゾン含有気体をバブリング等によって供給する場合に比べて、溶存オゾン濃度の高いオゾン溶解水を短時間で生成することができる。 As described above, in a state where fine bubbles of ozone-containing gas having a diameter of nano-order are present in water, a vibration of 0.5 × 10 4 [W / m 2 ] or more is applied to the water while being submerged in the water. In the method for generating ozone-dissolved water according to the first aspect of the present invention in which the ozone-containing gas is supplied, when the ozone-containing gas is supplied by bubbling or the like in water in which fine bubbles of the ozone-containing gas having a diameter of nano-order do not exist. In comparison, ozone-dissolved water having a high dissolved ozone concentration can be generated in a short time.

 直径がナノオーダーのオゾン含有気体の微細気泡は、予め水中に存在させておく必要はなく、請求項2に係る発明のオゾン溶解水生成方法のように、オゾン含有気体を水中に供給しながら、直径がナノオーダーのオゾン含有気体の微細気泡を水中に生成するようにしても同様の効果を得ることができる。 The fine bubbles of the ozone-containing gas having a diameter of nano-order need not be present in the water in advance, and the ozone-containing gas is supplied to the water as in the method for producing ozone-dissolved water according to the second aspect of the invention. The same effect can be obtained by generating fine bubbles of ozone-containing gas having a diameter of nano-order in water.

 特に、請求項3に係る発明のオゾン溶解水生成方法のように、水中に存在する直径がナノオーダーのオゾン含有気体の微細気泡の個数濃度が1.0×10[個/mL]以上であると、その個数濃度を下回る場合に比べて、より高濃度のオゾン溶解水をより短時間で生成することができる。 In particular, as the ozone-dissolved water producing method of the invention according to claim 3, the number concentration of fine bubbles of the ozone-containing gas having a diameter of nanometer order existing in water is 1.0 × 10 6 [pieces / mL] or If there is, it is possible to generate ozone-dissolved water having a higher concentration in a shorter time than when the concentration is lower than the number concentration.

 特に、電気分解法を採用する場合は、請求項3に係る発明のオゾン溶解水生成方法のように、水を電気分解することによって水中にオゾン含有気体を発生させながら、強度Iが8.56×1012[W/m]以上の振動を水に印加することで、直径がナノオーダーのオゾン含有気体の微細気泡を1.0×10[個/mL]以上発生させることができるので、水を電気分解することによって発生したオゾンを水に溶解させる一般的な電気分解法に比べて、溶存オゾン濃度の高いオゾン溶解水を短時間で生成することができる。 In particular, when the electrolysis method is adopted, the strength I is 8.56 while generating ozone-containing gas in water by electrolyzing water as in the ozone-dissolved water generation method of the invention according to claim 3. By applying a vibration of × 10 12 [W / m 2 ] or more to water, fine bubbles of ozone-containing gas having a diameter of nano-order can be generated of 1.0 × 10 6 [pieces / mL] or more. Compared with a general electrolysis method in which ozone generated by electrolyzing water is dissolved in water, ozone-dissolved water having a high dissolved ozone concentration can be generated in a short time.

 また、請求項1~4に係る発明のオゾン溶解水生成方法を用いて静止水にオゾンを溶解させる場合、静止水中の溶存オゾン濃度は、溶解開始直後から上昇していくが、時間経過と共に頭打ちとなり、その後は低下していくので、請求項5に係る発明のように、水が順次供給されるオゾン溶解部の水中に、直径がナノオーダーのオゾン含有気体の微細気泡を含むオゾン含有気体を供給しながら、0.5×10 [W/m]以上の振動を印加することによってオゾン溶解部にオゾン溶解水を生成し、オゾン溶解部への水の供給量と同量のオゾン溶解水を気体溶解部から順次放出して、溶存オゾン濃度の高いオゾン溶解水を使用することが望ましい。 Further, when the ozone-dissolved water generation method of the invention according to claims 1 to 4 is used to dissolve ozone in still water, the dissolved ozone concentration in the still water increases immediately after the start of dissolution, but reaches a plateau with the passage of time. After that, it decreases, so as in the invention of claim 5, an ozone-containing gas containing fine bubbles of ozone-containing gas having a diameter of nano-order is placed in the water of the ozone-dissolving portion to which water is sequentially supplied. By applying a vibration of 0.5 × 10 4 [W / m 2 ] or more while supplying, ozone-dissolved water is generated in the ozone-dissolving part, and the same amount of ozone-dissolving as the amount of water supplied to the ozone-dissolving part is generated. It is desirable to use ozone-dissolved water having a high dissolved ozone concentration by sequentially releasing water from the gas-dissolving part.

 請求項5に係る発明のオゾン溶解水生成方法を採用する場合は、請求項6に係る発明のオゾン溶解水生成方法のように、オゾンミストとしてオゾン溶解部から放出することで、溶存オゾン濃度の高いオゾンミストを連続的に放出することができる。 When the ozone-dissolved water generation method of the invention according to claim 5 is adopted, the dissolved ozone concentration is determined by releasing the ozone mist from the ozone-dissolving portion as in the ozone-dissolved water generation method of the invention according to claim 6. High ozone mist can be released continuously.

本発明に係るオゾン溶解水生成方法を実施するためのオゾン溶解水生成装置を示す概略図である。It is the schematic which shows the ozone-dissolved water generation apparatus for carrying out the ozone-dissolved water generation method which concerns on this invention. 同上のオゾン溶解水生成装置に搭載された電極ユニットを示す概略構成図である。It is a schematic block diagram which shows the electrode unit mounted on the ozone dissolution water generation apparatus of the above. 本発明に係るオゾン溶解水生成方法によって生成されるオゾン溶解水及び一般的な電気分解法によって生成されるオゾン溶解水の溶存オゾン濃度の変化を示すグラフである。It is a graph which shows the change of the dissolved ozone concentration of the ozone-dissolved water produced by the ozone-dissolved water generation method which concerns on this invention, and the ozone-dissolved water produced by a general electrolysis method. 本発明に係るオゾン溶解水生成方法において、水中に存在する直径がナノオーダーのオゾン含有気体の微細気泡の個数濃度が、生成されるオゾン溶解水の溶存オゾン濃度に与える影響を示すグラフである。In the ozone-dissolved water generation method according to the present invention, it is a graph showing the influence of the number concentration of fine bubbles of ozone-containing gas having a diameter of nano-order in water on the dissolved ozone concentration of the generated ozone-dissolved water. 同上のオゾン溶解水生成装置の変形例を示す概略図である。It is the schematic which shows the modification of the ozone dissolution water generation apparatus of the same as above.

 以下、本発明のオゾン溶解水生成方法について図面を参照して説明する。図1は、本発明に係るオゾン溶解水生成方法を実施するためのオゾン溶解水生成装置1を示している。このオゾン溶解水生成装置1は、同図に示すように、水道水を貯留する貯留槽10と、この貯留槽10に貯留された水道水を電気分解してオゾンを発生させる水電解式オゾン発生手段20と、貯留槽10に貯留された水に振動を印加する振動印加手段30とを備えている。 Hereinafter, the method for producing ozone-dissolved water of the present invention will be described with reference to the drawings. FIG. 1 shows an ozone-dissolved water generation device 1 for carrying out the ozone-dissolved water generation method according to the present invention. As shown in the figure, the ozone-dissolved water generator 1 has a storage tank 10 for storing tap water and a water electrolytic ozone generator that electrolyzes tap water stored in the storage tank 10 to generate ozone. The means 20 and the vibration applying means 30 for applying vibration to the water stored in the storage tank 10 are provided.

 前記水電解式オゾン発生手段20は、同図に示すように、水を電気分解してオゾンを発生させる板状の電極ユニット21と、この電極ユニット21に直流電圧を印加する直流電源装置24とから構成されており、電極ユニット21は、貯留槽10内に立てた状態で設置されている。 As shown in the figure, the water electrolytic ozone generating means 20 includes a plate-shaped electrode unit 21 that electrolyzes water to generate ozone, and a DC power supply device 24 that applies a DC voltage to the electrode unit 21. The electrode unit 21 is installed in a storage tank 10 in an upright state.

 前記電極ユニット21は、図2に示すように、ボロンドープダイヤモンド(BDD)をコーティングしたニオブ製のパンチングメタルによって形成された陽極板22と、SUS304製のパンチングメタルによって形成された陰極板23とが僅かな隙間を空けた状態で交互に配設されており、この電極ユニット21を貯留槽10に貯留された水道水に浸漬した状態で、陽極板22と陰極板23との間に直流電圧を印加すると、水が電気分解され、陽極板22側にオゾンと酸素が、陰極板23側に水素がそれぞれ発生するようになっている。 As shown in FIG. 2, the electrode unit 21 includes an anode plate 22 formed of a punching metal made of niobium coated with boron-doped diamond (BDD) and a cathode plate 23 formed of a punching metal made of SUS304. The electrode units 21 are alternately arranged with a slight gap between them, and a DC voltage is applied between the anode plate 22 and the cathode plate 23 in a state where the electrode units 21 are immersed in tap water stored in the storage tank 10. When applied, water is electrolyzed, ozone and oxygen are generated on the anode plate 22 side, and hydrogen is generated on the cathode plate 23 side.

 前記振動印加手段30は、図1に示すように、電極ユニット21に近接した状態で貯留槽10内に配設された、貯留槽10に貯留された水道水を振動させる振動子31と、この振動子31に連続波の交流信号を印加する発振装置32とから構成されており、貯留槽10に貯留された水道水に、20 [Hz]~2[MHz]の範囲内で所定の周波数の振動を連続的に印加するようになっている。なお、前記振動子31としては、ランジュバン型振動子、圧電振動子(ピエゾ素子)等を使用することができ、要求される周波数範囲に応じて適宜選択すればよい。 As shown in FIG. 1, the vibration applying means 30 includes an oscillator 31 that vibrates tap water stored in the storage tank 10 and is arranged in the storage tank 10 in a state close to the electrode unit 21. It is composed of an oscillator 32 that applies a continuous wave AC signal to the oscillator 31, and has a predetermined frequency within the range of 20 [Hz] to 2 [MHz] in tap water stored in the storage tank 10. Vibration is applied continuously. As the vibrator 31, a Langevin type vibrator, a piezoelectric vibrator (piezo element) or the like can be used, and the vibrator may be appropriately selected according to the required frequency range.

 以下、上述したオゾン溶解水生成装置1を用いてオゾン溶解水を生成する本発明の実施例1~8及び比較例1~12について、表1を参照しながら説明するが、本発明は以下の実施例に限定されるものではないことはいうまでもない。 Hereinafter, Examples 1 to 8 and Comparative Examples 1 to 12 of the present invention for generating ozone-dissolved water using the above-mentioned ozone-dissolved water generator 1 will be described with reference to Table 1, but the present invention is described below. Needless to say, it is not limited to the examples.

 (実施例1)
 表1に示すように、貯留槽10内に水道水を3[L]導入し、貯留槽10に貯留された水道水に浸漬した電極ユニット21(陽極板22、陰極板23間)に12[V]の直流電圧を20分間印加することで貯留槽10内の水中にオゾン含有気体を発生させながら、振動子31によって、貯留槽10内の水道水に周波数が2[MHz]、振幅が2.08×10-6[m] の振動を20分間連続的に印加することで、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、5.48×1014[W/m]である。
(Example 1)
As shown in Table 1, 3 [L] of tap water was introduced into the storage tank 10 and 12 [between the anode plate 22 and the cathode plate 23) immersed in the tap water stored in the storage tank 10. By applying a DC voltage of V] for 20 minutes, an ozone-containing gas is generated in the water in the storage tank 10, and the vibrator 31 causes the tap water in the storage tank 10 to have a frequency of 2 [MHz] and an amplitude of 2. Ozone-dissolved water was produced by continuously applying a vibration of .08 × 10-6 [m] for 20 minutes. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 5.48 × 10 14 [W / m 2 ].

 (実施例2)
 表1に示すように、電極ユニット21に対する電圧印加時間が10分、貯留槽10内の水道水に印加する振動の振幅が0.27×10-6[m]、振動印加時間が10分である点を除いて、実施例1と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、9.48×1012[W/m]である。
(Example 2)
As shown in Table 1, the voltage application time to the electrode unit 21 is 10 minutes, the amplitude of the vibration applied to the tap water in the storage tank 10 is 0.27 × 10-6 [m], and the vibration application time is 10 minutes. Ozone-dissolved water was produced in the same manner as in Example 1 except for a certain point. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 9.48 × 10 12 [W / m 2 ].

 (実施例3)
 表1に示すように、貯留槽10内の水道水に印加する振動の周波数が20 [kHz]、振幅が41.1×10-6[m]である点を除いて、実施例2と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、2.13×1013[W/m]である。
(Example 3)
As shown in Table 1, the same as in Example 2 except that the frequency of vibration applied to tap water in the storage tank 10 is 20 [kHz] and the amplitude is 41.1 × 10-6 [m]. In addition, ozone-dissolved water was generated. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 2.13 × 10 13 [W / m 2 ].

 (実施例4)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が27.4×10-6[m]である点を除いて、実施例3と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、9.48×1012[W/m]である。
(Example 4)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 3 except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 27.4 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 9.48 × 10 12 [W / m 2 ].

 (実施例5)
 表1に示すように、貯留槽10内の水道水に印加する振動の周波数が100 [kHz]、振幅が8.22×10-6[m]である点を除いて、実施例2と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、2.14×1013[W/m]である。
(Example 5)
As shown in Table 1, the same as in Example 2 except that the frequency of vibration applied to tap water in the storage tank 10 is 100 [kHz] and the amplitude is 8.22 × 10-6 [m]. In addition, ozone-dissolved water was generated. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 2.14 × 10 13 [W / m 2 ].

 (実施例6)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が5.48×10-6[m]である点を除いて、実施例5と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、9.48×1012[W/m]である。
(Example 6)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 5, except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 5.48 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 9.48 × 10 12 [W / m 2 ].

 (実施例7)
 表1に示すように、貯留槽10内の水道水に印加する振動の周波数が40 [kHz]、振幅が27.4×10-6[m]である点を除いて、実施例2と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、3.78×1013[W/m]である。
(Example 7)
As shown in Table 1, the same as in Example 2 except that the frequency of vibration applied to tap water in the storage tank 10 is 40 [kHz] and the amplitude is 27.4 × 10-6 [m]. In addition, ozone-dissolved water was generated. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 3.78 × 10 13 [W / m 2 ].

 (実施例8)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が13.7×10-6[m]である点を除いて、実施例7と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、9.48×1012[W/m]である。
(Example 8)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 7, except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 13.7 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 9.48 × 10 12 [W / m 2 ].

 (比較例1)
 貯留槽10内の水道水に振動を印加しなかった点を除いて、実施例1と同様に、オゾン溶解水を生成した。
(Comparative Example 1)
Ozone-dissolved water was produced in the same manner as in Example 1 except that no vibration was applied to the tap water in the storage tank 10.

 (比較例2)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が0.25×10-6[m]である点を除いて、実施例2と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、7.68×1012[W/m]である。
(Comparative Example 2)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 2 except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 0.25 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 7.68 × 10 12 [W / m 2 ].

 (比較例3)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が0.14×10-6[m]である点を除いて、実施例2と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、2.37×1012[W/m]である。
(Comparative Example 3)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 2 except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 0.14 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 2.37 × 10 12 [W / m 2 ].

 (比較例4)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が4.11×10-6[m]である点を除いて、実施例5と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、5.34×1012[W/m]である。
(Comparative Example 4)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 5, except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 4.11 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 5.34 × 10 12 [W / m 2 ].

 (比較例5)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が2.74×10-6[m]である点を除いて、実施例5と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、2.37×1012[W/m]である。
(Comparative Example 5)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 5, except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 2.74 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 2.37 × 10 12 [W / m 2 ].

 (比較例6)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が24.7×10-6[m]である点を除いて、実施例3と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、7.68×1012[W/m]である。
(Comparative Example 6)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 3 except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 24.7 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 7.68 × 10 12 [W / m 2 ].

 (比較例7)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が13.7×10-6[m]である点を除いて、実施例3と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、2.37×1012[W/m]である。
(Comparative Example 7)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 3 except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 13.7 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 2.37 × 10 12 [W / m 2 ].

 (比較例8)
 表1に示すように、貯留槽10内の水道水に印加する振動の周波数が2 [kHz]である点を除いて、実施例3と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、2.14×1011[W/m]である。
(Comparative Example 8)
As shown in Table 1, ozone-dissolved water was produced in the same manner as in Example 3 except that the frequency of vibration applied to tap water in the storage tank 10 was 2 [kHz]. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 2.14 × 10 11 [W / m 2 ].

 (比較例9)
 表1に示すように、貯留槽10内の水道水に印加する振動の周波数が200 [Hz]である点を除いて、実施例3と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、2.14×10[W/m]である。
(Comparative Example 9)
As shown in Table 1, ozone-dissolved water was produced in the same manner as in Example 3 except that the frequency of vibration applied to tap water in the storage tank 10 was 200 [Hz]. The intensity of the vibration transducer 31 at this time is applied to the tap water is 2.14 × 10 9 [W / m 2].

 (比較例10)
 表1に示すように、貯留槽10内の水道水に印加する振動の周波数が20[Hz]である点を除いて、実施例3と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、2.14×10[W/m]である。
(Comparative Example 10)
As shown in Table 1, ozone-dissolved water was produced in the same manner as in Example 3 except that the frequency of vibration applied to tap water in the storage tank 10 was 20 [Hz]. The intensity of the vibration transducer 31 at this time is applied to the tap water is 2.14 × 10 7 [W / m 2].

 (比較例11)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が12.3×10-6[m]である点を除いて、実施例7と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、7.68×1012[W/m]である。
(Comparative Example 11)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 7, except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 12.3 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 7.68 × 10 12 [W / m 2 ].

 (比較例12)
 表1に示すように、貯留槽10内の水道水に印加する振動の振幅が5.48×10-6[m]である点を除いて、実施例7と同様に、オゾン溶解水を生成した。なお、このとき振動子31が水道水に印加した振動の強度は、1.52×1012[W/m]である。
(Comparative Example 12)
As shown in Table 1, ozone-dissolved water is generated in the same manner as in Example 7, except that the amplitude of the vibration applied to the tap water in the storage tank 10 is 5.48 × 10-6 [m]. bottom. The intensity of the vibration applied to the tap water by the vibrator 31 at this time is 1.52 × 10 12 [W / m 2 ].

 なお、振動の振幅については、貯留槽10内の水道水中に浸漬されたユニモルフ型の圧電素子((株)富士セラミックス製 C-8)が、振動子31による印加振動を受けて発生する振幅電圧Vを測定し、この測定振幅電圧V及び圧電素子の等価圧電定数d31から下式(2)より算出した。
  A=d31×V・・・(2)
    A:振幅[m]
    d31:等価圧電定数[m/V](=-274×10-12
    V:測定振幅電圧[V]
Regarding the vibration amplitude, the amplitude voltage generated by the unimorph type piezoelectric element (C-8 manufactured by Fuji Ceramics Corporation) immersed in tap water in the storage tank 10 in response to the vibration applied by the vibrator 31. V was measured and calculated from the measured amplitude voltage V and the equivalent piezoelectric constant d31 of the piezoelectric element from the following equation (2).
A = d 31 x V ... (2)
A: Amplitude [m]
d 31 : Equivalent piezoelectric constant [m / V] (= -274 × 10-12 )
V: Measured amplitude voltage [V]

 また、振動の強度については、振動子31が水道水に印加した振動の周波数及び上式(2)より算出した振幅から下式(3)より算出した。
  I=(2π×f×A)×Z/2 ・・・(3)
    I:強度[W/m]
    f:周波数[Hz]
    A:振幅[m]
    Z:水の音響インピーダンス(=1.6×10[kg/(cm・s)])
The vibration intensity was calculated from the lower equation (3) from the frequency of the vibration applied to the tap water by the vibrator 31 and the amplitude calculated from the upper equation (2).
I = (2π × f × A) 2 × Z 0/2・ ・ ・ (3)
I: Strength [W / m 2 ]
f: Frequency [Hz]
A: Amplitude [m]
Z 0: acoustic impedance of water (= 1.6 × 10 6 [kg / (cm 2 · s)])

Figure JPOXMLDOC01-appb-T000001
Figure JPOXMLDOC01-appb-T000001

 上述した実施例1及び比較例1について、水電解式オゾン発生手段20によるオゾン含有気体の発生開始直後から、貯留槽10内のオゾン溶解水の溶存オゾン濃度を溶存オゾン計((株)カスタム社製 DOZ-1000PE)を用いて2分毎に測定し、その結果を図3のグラフに示した。なお、実施例1については、10分経過後に貯留槽10内のオゾン溶解水に存在している微細気泡の気泡径(モード径)及び個数濃度をナノ粒子解析システム(マルバーン製 ナノサイト LM10)を用いて測定したところ、気泡径(モード径)が118[nm]、個数濃度が9.1×10[個/mL]であることが確認できた。 With respect to Example 1 and Comparative Example 1 described above, the dissolved ozone concentration of the ozone-dissolved water in the storage tank 10 was measured immediately after the start of generation of the ozone-containing gas by the water electrolytic ozone generating means 20, and the dissolved ozone meter (Custom Co., Ltd.) It was measured every 2 minutes using DOZ-1000PE), and the results are shown in the graph of FIG. In Example 1, a nanoparticle analysis system (Nanosite LM10 manufactured by Malvern) was used to determine the bubble diameter (mode diameter) and the number concentration of fine bubbles existing in the ozone-dissolved water in the storage tank 10 after 10 minutes had passed. was measured using the bubble diameter (mode diameter) is 118 [nm], the number density was confirmed to be 9.1 × 10 8 [pieces / mL].

 図3のグラフから分かるように、実施例1では、4分経過時点における溶存オゾン濃度が3.9[mg/L]まで急上昇し、12分経過時点では5.7[mg/L]まで上昇したが、比較例1では、溶存オゾン濃度が初期段階で急上昇することはなく、徐々に上昇しながら16分経過時点における溶存オゾン濃度が4.0[mg/L]で頭打ちとなっており、水を電気分解することによって水中にオゾン含有気体を発生させながら、強度Iが8.56×1012[W/m]以上の振動を水に印加した実施例1は、振動を水に印加することなく、水を電気分解することによって水中にオゾン含有気体を発生させただけの比較例1に比べて溶存オゾン濃度の高いオゾン溶解水を短時間で生成できることが確認できた。 As can be seen from the graph of FIG. 3, in Example 1, the dissolved ozone concentration rapidly increased to 3.9 [mg / L] after 4 minutes, and increased to 5.7 [mg / L] after 12 minutes. However, in Comparative Example 1, the dissolved ozone concentration did not rise sharply in the initial stage, and while gradually rising, the dissolved ozone concentration reached a plateau at 4.0 [mg / L] after 16 minutes. In Example 1 in which a vibration having an intensity I of 8.56 × 10 12 [W / m 2 ] or more was applied to the water while generating an ozone-containing gas in the water by electrolyzing the water, the vibration was applied to the water. It was confirmed that ozone-dissolved water having a high dissolved ozone concentration can be generated in a short time as compared with Comparative Example 1 in which ozone-containing gas is simply generated in water by electrolyzing water without doing so.

 また、上述した実施例2~8及び比較例2~12については、振動子31による振動の印加を停止した時点(10分経過時点)で、生成されたオゾン溶解水の溶存オゾン濃度を溶存オゾン計((株)カスタム社製 DOZ-1000PE)を用いて測定すると共に、生成されたオゾン溶解水に存在する微細気泡の気泡径(モード径)及び個数濃度をナノ粒子解析システム(マルバーン製 ナノサイト LM10)を用いて測定し、その結果を表2に示した。なお、実施例1及び比較例1については、上述したように、オゾン溶解水の溶存オゾン濃度を2分毎に測定したが、表2には、10分経過時点の溶存オゾン濃度と、10分経過時点のオゾン溶解水に存在する微細気泡の気泡径(モード径)及び個数濃度を示した。 Further, in Examples 2 to 8 and Comparative Examples 2 to 12 described above, the dissolved ozone concentration of the generated ozone-dissolved water was determined at the time when the application of vibration by the vibrator 31 was stopped (at the time when 10 minutes had passed). In addition to measuring using a meter (DOZ-1000PE manufactured by Custom Co., Ltd.), the bubble diameter (mode diameter) and number concentration of fine bubbles existing in the generated ozone-dissolved water are measured by a nanoparticle analysis system (Nanosite manufactured by Malvern). The measurement was performed using LM10), and the results are shown in Table 2. In Example 1 and Comparative Example 1, as described above, the dissolved ozone concentration of the ozone-dissolved water was measured every 2 minutes. Table 2 shows the dissolved ozone concentration after 10 minutes and 10 minutes. The bubble diameter (mode diameter) and the number concentration of fine bubbles existing in the ozone-dissolved water at the elapsed time are shown.

Figure JPOXMLDOC01-appb-T000002
Figure JPOXMLDOC01-appb-T000002

 表2から分かるように、振動子31による印加振動の強度Iが8.56×1012[W/m]以上である実施例2~8で得られたオゾン溶解水は、溶存オゾン濃度が4.77[mg/L]~5.63[mg/L]と高かったが、印加振動の強度Iが8.56×1012[W/m]を下回っている比較例2~12で得られたオゾン溶解水は、溶存オゾン濃度が3.33[mg/L]~4.10[mg/L]と低かった。これより、電気分解法を採用する場合は、水を電気分解することによって水中にオゾン含有気体を発生させながら、強度Iが8.56×1012[W/m]以上の振動を水に印加することで、水を電気分解することによって発生したオゾンを水に溶解させるだけの一般的な電気分解法に比べて、溶存オゾン濃度の高いオゾン溶解水を短時間で生成することができる。 As can be seen from Table 2, the ozone-dissolved waters obtained in Examples 2 to 8 in which the intensity I of the vibration applied by the vibrator 31 is 8.56 × 10 12 [W / m 2] or more have a dissolved ozone concentration. It was as high as 4.77 [mg / L] to 5.63 [mg / L], but the intensity I of the applied vibration was less than 8.56 × 10 12 [W / m 2 ] in Comparative Examples 2 to 12. The obtained ozone-dissolved water had a low dissolved ozone concentration of 3.33 [mg / L] to 4.10 [mg / L]. From this, when the electrolysis method is adopted, vibration with an intensity I of 8.56 × 10 12 [W / m 2 ] or more is applied to the water while generating an ozone-containing gas in the water by electrolyzing the water. By applying the gas, ozone-dissolved water having a high dissolved ozone concentration can be generated in a short time as compared with a general electrolysis method in which ozone generated by electrolyzing water is simply dissolved in water.

 また、表2から分かるように、振動子31による印加振動の強度Iが8.56×1012[W/m]以上である実施例2~8で得られたオゾン溶解水には、気泡径(モード径)が100nm前後で、個数濃度が9.5×10[個/mL]~6.7×10[個/mL]のオゾン含有微細気泡が存在していることが確認できた。これに対して、印加振動の強度Iが8.56×1012[W/m]を下回っている比較例2~12で得られたオゾン溶解水は白濁しており、3μm以上の含オゾン気泡が多量に生成されているものと考えられる。このため、上記ナノ粒子解析システムではナノサイズの微細気泡の気泡径及び個数濃度を測定することができなかった。 Further, as can be seen from Table 2, the ozone-dissolved water obtained in Examples 2 to 8 in which the intensity I of the vibration applied by the vibrator 31 is 8.56 × 10 12 [W / m 2] or more contains bubbles. before and after diameter (mode diameter) is 100 nm, the number density can be confirmed that the ozone-containing fine bubbles of 9.5 × 10 8 [pieces /mL]~6.7×10 8 [pieces / mL] is present rice field. On the other hand, the ozone-dissolved waters obtained in Comparative Examples 2 to 12 in which the intensity I of the applied vibration was less than 8.56 × 10 12 [W / m 2] were cloudy and contained ozone of 3 μm or more. It is considered that a large amount of bubbles are generated. Therefore, the nanoparticle analysis system could not measure the bubble diameter and the number concentration of nano-sized fine bubbles.

 次に、直径がナノオーダーのオゾン含有気体の微細気泡の個数濃度が生成されるオゾン溶解水の溶存オゾン濃度に及ぼす影響を調べるために、直径がナノオーダーのオゾン含有気体の微細気泡の個数濃度を変化させてオゾン溶解水を生成した。 Next, in order to investigate the effect of the number concentration of fine bubbles of ozone-containing gas having a diameter of nano-order on the dissolved ozone concentration of the generated ozone-dissolved water, the number concentration of fine bubbles of ozone-containing gas having a diameter of nano-order is investigated. Was changed to generate ozone-dissolved water.

 (実施例9)
 気泡径(モード径)が100[nm]程度のオゾン含有気体の微細気泡の個数濃度が1.0×10[個/mL]である微細気泡含有水を3[L]作成し、この微細気泡含有水に1000[ppm]のオゾンガスを通気しながら、周波数が4[kHz]、振幅が1.0×10-3[m]で、強度が5.05×10[W/m]の振動を20分間連続的に印加することで、オゾン溶解水を生成した。
(Example 9)
The bubble diameter (mode diameter) is 100 number concentration of fine bubbles [nm] about the ozone-containing gas is 1.0 × 10 7 [pieces / mL] in which fine-bubble-containing water 3 [L] to create, the fine while passing ozone gas into the bubble-containing water 1000 [ppm], the frequency is 4 [kHz], the amplitude in the 1.0 × 10 -3 [m], the intensity is 5.05 × 10 8 [W / m 2] Ozone-dissolved water was generated by continuously applying the vibration of the above for 20 minutes.

 (実施例10)
 微細気泡含有水に存在する気泡径(モード径)が100[nm] 程度のオゾン含有気体の微細気泡の個数濃度が、1.0×10[個/mL]である点を除いて、実施例9と同様に、オゾン溶解水を生成した。
(Example 10)
Number concentration of fine bubbles of the bubble diameter (mode diameter) is 100 [nm] about the ozone-containing gas present in the fine-bubble-containing water, except that it is 1.0 × 10 6 [pieces / mL], carried Ozone-dissolved water was produced in the same manner as in Example 9.

 (実施例11)
 微細気泡含有水に存在する気泡径(モード径)が100[nm] 程度のオゾン含有気体の微細気泡の個数濃度が、1.0×10[個/mL]である点を除いて、実施例9と同様に、オゾン溶解水を生成した。
(Example 11)
Number concentration of fine bubbles of the bubble diameter (mode diameter) is 100 [nm] about the ozone-containing gas present in the fine-bubble-containing water, except that it is 1.0 × 10 5 [pieces / mL], carried Ozone-dissolved water was produced in the same manner as in Example 9.

 (比較例13)
 オゾン含有気体の微細気泡が存在しない水を使用した点を除いて、実施例9と同様に、オゾン溶解水を生成した。
(Comparative Example 13)
Ozone-dissolved water was produced in the same manner as in Example 9, except that water having no fine bubbles of ozone-containing gas was used.

 上述した実施例9~11及び比較例13について、オゾンガスの通気開始直後から生成されるオゾン溶解水の溶存オゾン濃度を溶存オゾン計((株)カスタム社製 DOZ-1000PE)を用いて2分毎に測定し、その結果を図4のグラフに示した。 With respect to Examples 9 to 11 and Comparative Example 13 described above, the dissolved ozone concentration of the ozone-dissolved water generated immediately after the start of ventilation of ozone gas was measured every 2 minutes using a dissolved ozone meter (DOZ-1000PE manufactured by Custom Co., Ltd.). The results were shown in the graph of FIG.

 図4のグラフから分かるように、オゾン含有気体の微細気泡の個数濃度が1.0×10[個/mL]以上である実施例10、11については、4分経過時点で溶存オゾン濃度が5[mg/L]以上に急上昇し、10分経過時点では6[mg/L]前後まで上昇したが、オゾン含有気体の微細気泡の個数濃度が1.0×10[個/mL]を下回る実施例12については、4分経過時点における溶存オゾン濃度が3.5[mg/L]、10分経過時点における溶存オゾン濃度が4.8[mg/L]までしか上昇せず、オゾン含有気体の微細気泡が存在していない比較例13については、比較例1と同様に、溶存オゾン濃度が初期段階で急上昇することはなく、徐々に上昇していき16分経過時点で溶存オゾン濃度が4.5[mg/L]で頭打ちとなった。 Figure As can be seen from the graph of 4, the ozone-containing gas in Examples 10 and 11 the number concentration of fine bubbles is 1.0 × 10 6 [pieces / mL] or more, the dissolved ozone concentration in 4 minutes elapse 5 soared [mg / L] or more, and the elapsed time 10 minutes was increased to 6 [mg / L] before and after, the number concentration of fine bubbles of the ozone-containing gas is 1.0 × 10 6 the number / mL] In Example 12, which is lower than that, the dissolved ozone concentration at the lapse of 4 minutes increased only to 3.5 [mg / L], and the dissolved ozone concentration at the lapse of 10 minutes increased only to 4.8 [mg / L], and the gas content was contained. In Comparative Example 13 in which no gaseous fine bubbles were present, the dissolved ozone concentration did not rise sharply in the initial stage, but gradually increased, and the dissolved ozone concentration increased after 16 minutes, as in Comparative Example 1. It peaked at 4.5 [mg / L].

 以上のことから、オゾンガスまたはオゾン含有気体を水に供給することによってオゾン溶解水を生成する際に、直径がナノオーダーのオゾン含有気体の微細気泡を存在させた状態で、振動を水に印加することで、溶存オゾン濃度の高いオゾン溶解水を短時間で生成できることが確認できた。特に、オゾンの溶解効率を高めるためには、オゾン溶解水の生成時に存在させる直径がナノオーダーのオゾン含有気体の微細気泡の個数濃度を、1.0×10[個/mL]以上にしておくことが望ましい。 From the above, when ozone-dissolved water is generated by supplying ozone gas or ozone-containing gas to water, vibration is applied to water in a state where fine bubbles of ozone-containing gas having a diameter of nano-order are present. As a result, it was confirmed that ozone-dissolved water with a high dissolved ozone concentration can be generated in a short time. In particular, in order to increase the dissolution efficiency of ozone, the number concentration of fine bubbles of the ozone-containing gas having a diameter which is present when generating the ozone-dissolved water nano order, 1.0 × 10 6 [pieces / mL] or more to It is desirable to keep it.

 なお、上述した実施例9~11では、強度が5.05×10[W/m]の振動を水に印加しているが、これに限定されるものではなく、予め作成された、直径がナノオーダーのオゾン含有気体の微細気泡が存在する微細気泡含有水にオゾンガスまたはオゾン含有気体を供給する場合や、直径がナノオーダーのオゾン含有気体の微細気泡を、振動印加以外の方法によって水中に発生させながら、その水にオゾンガスやオゾン含有気体を供給する場合、供給されるオゾンガスやオゾン含有気体を水に溶解させるために水に印加する振動の強度は、0.5×10[W/m]以上であればよい。 In Examples 9 to 11 described above, the strength is applied to the vibration of 5.05 × 10 8 [W / m 2] in water, is not limited thereto, are prepared in advance, When supplying ozone gas or ozone-containing gas to fine bubble-containing water in which fine bubbles of ozone-containing gas having a diameter of nano-order are present, or by applying fine bubbles of ozone-containing gas having a diameter of nano-order to water by a method other than vibration application. When ozone gas or ozone-containing gas is supplied to the water while being generated in, the intensity of vibration applied to the water to dissolve the supplied ozone gas or ozone-containing gas in water is 0.5 × 10 4 [W. / M 2 ] or more.

 また、図3及び図4に示すグラフから分かるように、本発明のオゾン溶解水生成方法を用いて静止水にオゾンを溶解させる場合、静止水中の溶存オゾン濃度は、溶解開始直後から上昇していくが、時間経過と共に頭打ちとなり、その後は低下していくので、溶存オゾン濃度が低下する前に生成されたオゾン溶解水を使用することが望ましい。従って、実施例1~8のように、水を電気分解することによって水中にオゾン含有気体を発生させる場合は、例えば、図5に示すオゾン溶解水生成装置2のように、水電解式オゾン発生手段20の電極ユニット21と、振動印加手段30の振動子31とが配設された貯留槽10に水道水を連続的に供給しながら、電極ユニット21によって貯留槽10内の水中にオゾン含有気体を発生させると共に、振動子31によって貯留槽10内の水道水に強度Iが8.56×1012[W/m]以上の振動を印加することで貯留槽10内にオゾン溶解水を生成し、貯留槽10への水道水の供給量と同量のオゾン溶解水を貯留槽10から順次放出して、溶存オゾン濃度の高いオゾン溶解水を使用すればよい。なお、オゾン溶解水の使途としては、例えば、オゾンミストが挙げられ、その場合は、オゾンミストとして放出したオゾン溶解水と同量の水道水を貯留槽10内に供給することになる。 Further, as can be seen from the graphs shown in FIGS. 3 and 4, when ozone is dissolved in still water by using the ozone-dissolved water generation method of the present invention, the dissolved ozone concentration in the still water increases immediately after the start of dissolution. However, it reaches a plateau with the passage of time and then decreases, so it is desirable to use ozone-dissolved water generated before the dissolved ozone concentration decreases. Therefore, when an ozone-containing gas is generated in water by electrolyzing water as in Examples 1 to 8, water electrolytic ozone generation is performed, for example, as in the ozone-dissolved water generator 2 shown in FIG. While continuously supplying tap water to the storage tank 10 in which the electrode unit 21 of the means 20 and the vibrator 31 of the vibration applying means 30 are arranged, the electrode unit 21 puts an ozone-containing gas into the water in the storage tank 10. Is generated, and ozone-dissolved water is generated in the storage tank 10 by applying vibration having a strength I of 8.56 × 10 12 [W / m 2 ] or more to the tap water in the storage tank 10 by the vibrator 31. Then, the same amount of ozone-dissolved water as the amount of tap water supplied to the storage tank 10 may be sequentially discharged from the storage tank 10 to use the ozone-dissolved water having a high dissolved ozone concentration. An example of the use of ozone-dissolved water is ozone mist, and in that case, the same amount of tap water as the ozone-dissolved water released as ozone mist is supplied to the storage tank 10.

 本発明は、オゾンを水に溶解させたオゾン溶解水を生成する場合に利用することができる。 The present invention can be used to generate ozone-dissolved water in which ozone is dissolved in water.

 1、2 オゾン溶解水生成装置
 10 貯留槽
 20 水電解式オゾン発生手段
 21 電極ユニット
 22 陽極板
 23 陰極板
 24 直流電源装置
 30 振動印加手段
 31 振動子
 32 発振装置
1, 2 Ozone-dissolved water generator 10 Storage tank 20 Water electrolysis type ozone generation means 21 Electrode unit 22 Anode plate 23 Cathode plate 24 DC power supply device 30 Vibration application means 31 Oscillator 32 Oscillator

Claims (6)

 オゾンを水に溶解させたオゾン溶解水を生成するオゾン溶解水生成方法であって、
 直径がナノオーダーのオゾン含有気体の微細気泡を水中に存在させた状態で、0.5×10 [W/m]以上の振動を水に印加しながら、その水中にオゾン含有気体を供給することを特徴とするオゾン溶解水生成方法。
It is an ozone-dissolved water generation method that produces ozone-dissolved water in which ozone is dissolved in water.
Ozone-containing gas is supplied to the water while applying vibration of 0.5 × 10 4 [W / m 2 ] or more to the water in a state where fine bubbles of ozone-containing gas having a diameter of nano-order are present in the water. A method for producing ozone-dissolved water.
 前記オゾン含有気体を水中に供給しながら、直径がナノオーダーの前記オゾン含有気体の微細気泡を水中に生成する請求項1に記載のオゾン溶解水生成方法。 The ozone-dissolved water generation method according to claim 1, wherein fine bubbles of the ozone-containing gas having a diameter of nano-order are generated in water while supplying the ozone-containing gas into water.  水中に存在する直径がナノオーダーの前記オゾン含有気体の微細気泡の個数濃度が、1.0×10[個/mL]以上である請求項1または2に記載のオゾン溶解水生成方法。 The number concentration of fine bubbles of the ozone-containing gas having a diameter of nanometer order existing in water, 1.0 × 10 6 [pieces / mL] or the ozone-dissolved water producing method according to claim 1 or 2.  オゾンを水に溶解させたオゾン溶解水を生成するオゾン溶解水生成方法であって、
 水を電気分解することによって水中にオゾン含有気体を発生させながら、下式(1)を満足する振動を水に印加することを特徴とするオゾン溶解水生成方法。
  I=(2π×f×A)×Z/2≧8.56×1012 ・・・(1)
    I:強度[W/m]
    f:周波数[Hz]
    A:振幅[m]
    Z:水の音響インピーダンス(=1.6×10[kg/(cm・s)])
It is an ozone-dissolved water generation method that produces ozone-dissolved water in which ozone is dissolved in water.
A method for generating ozone-dissolved water, which comprises applying vibration satisfying the following equation (1) to water while generating ozone-containing gas in the water by electrolyzing water.
I = (2π × f × A ) 2 × Z 0 /2≧8.56×10 12 ··· (1)
I: Strength [W / m 2 ]
f: Frequency [Hz]
A: Amplitude [m]
Z 0: acoustic impedance of water (= 1.6 × 10 6 [kg / (cm 2 · s)])
 オゾンを水に溶解させたオゾン溶解水を生成するオゾン溶解水生成方法であって、
 水が順次供給されるオゾン溶解部の水中に、直径がナノオーダーのオゾン含有気体の微細気泡を含むオゾン含有気体を供給しながら、0.5×10 [W/m]以上の振動を印加することによってオゾン溶解部にオゾン溶解水を生成し、オゾン溶解部への水の供給量と同量のオゾン溶解水をオゾン溶解部から順次放出することを特徴とするオゾン溶解水生成方法。
It is an ozone-dissolved water generation method that produces ozone-dissolved water in which ozone is dissolved in water.
While supplying an ozone-containing gas containing fine bubbles of ozone-containing gas having a diameter of nano-order into the water of the ozone-dissolving part to which water is sequentially supplied , vibration of 0.5 × 10 4 [W / m 2 ] or more is vibrated. A method for generating ozone-dissolved water, which comprises generating ozone-dissolved water in the ozone-dissolving part by applying the ozone-dissolved water, and sequentially releasing the same amount of ozone-dissolved water as the amount of water supplied to the ozone-dissolving part from the ozone-dissolving part.
 前記オゾン溶解部において生成されたオゾン溶解水を、オゾンミストとして前記オゾン溶解部から放出する請求項5に記載のオゾン溶解水生成方法。 The method for producing ozone-dissolved water according to claim 5, wherein the ozone-dissolved water generated in the ozone-dissolving portion is discharged from the ozone-dissolving portion as ozone mist.
PCT/JP2020/018064 2020-04-28 2020-04-28 Ozone-dissolved water production method Ceased WO2021220383A1 (en)

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