JP2013086011A - Method for producing ozonated water and apparatus for producing ozonated water - Google Patents

Method for producing ozonated water and apparatus for producing ozonated water Download PDF

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JP2013086011A
JP2013086011A JP2011227795A JP2011227795A JP2013086011A JP 2013086011 A JP2013086011 A JP 2013086011A JP 2011227795 A JP2011227795 A JP 2011227795A JP 2011227795 A JP2011227795 A JP 2011227795A JP 2013086011 A JP2013086011 A JP 2013086011A
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ozone
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Junji Kishima
純次 貴島
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Asahi Yukizai Corp
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Asahi Organic Chemicals Industry Co Ltd
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Priority to PCT/JP2012/076733 priority patent/WO2013058245A1/en
Priority to TW101138250A priority patent/TW201332641A/en
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    • 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20Mixing gases with liquids
    • B01F23/23Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
    • B01F23/232Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids using flow-mixing means for introducing the gases, e.g. baffles
    • B01F23/2323Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids using flow-mixing means for introducing the gases, e.g. baffles by circulating the flow in guiding constructions or conduits
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20Mixing gases with liquids
    • B01F23/23Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
    • B01F23/237Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids characterised by the physical or chemical properties of gases or vapours introduced in the liquid media
    • B01F23/2376Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids characterised by the physical or chemical properties of gases or vapours introduced in the liquid media characterised by the gas being introduced
    • B01F23/23761Aerating, i.e. introducing oxygen containing gas in liquids
    • B01F23/237613Ozone
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20Mixing gases with liquids
    • B01F23/29Mixing systems, i.e. flow charts or diagrams
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F25/00Flow mixers; Mixers for falling materials, e.g. solid particles
    • B01F25/30Injector mixers
    • B01F25/31Injector mixers in conduits or tubes through which the main component flows
    • B01F25/312Injector mixers in conduits or tubes through which the main component flows with Venturi elements; Details thereof
    • B01F25/3124Injector mixers in conduits or tubes through which the main component flows with Venturi elements; Details thereof characterised by the place of introduction of the main flow
    • B01F25/31243Eductor or eductor-type venturi, i.e. the main flow being injected through the venturi with high speed in the form of a jet
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F25/00Flow mixers; Mixers for falling materials, e.g. solid particles
    • B01F25/30Injector mixers
    • B01F25/31Injector mixers in conduits or tubes through which the main component flows
    • B01F25/312Injector mixers in conduits or tubes through which the main component flows with Venturi elements; Details thereof
    • B01F25/3125Injector mixers in conduits or tubes through which the main component flows with Venturi elements; Details thereof characteristics of the Venturi parts
    • B01F25/31251Throats
    • B01F25/312512Profiled, grooved, ribbed throat, or being provided with baffles
    • 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
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/78Treatment of water, waste water, or sewage by oxidation with ozone
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2201/00Apparatus for treatment of water, waste water or sewage
    • C02F2201/78Details relating to ozone treatment devices
    • C02F2201/782Ozone generators

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Organic Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
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  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Oxygen, Ozone, And Oxides In General (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method and an apparatus for producing ozonated water by utilizing surplus ozone.SOLUTION: The method for producing ozonated water includes an ozone generation means, fluid feed means, ozone dissolution means for dissolving ozone in the fed fluid, and gas/liquid separation means which separate ozone remaining undissolved in the ozone dissolution means, wherein the ozone dissolution means and the gas/liquid separation means constitute one unit on the same line, at least two such units are arranged on their respective lines parallelly branched from the fluid feed means, and the ozone separated in the gas/liquid separation means in one unit is sent to the ozone dissolution means in the other unit.

Description

本発明は、余剰オゾンを利用したオゾン水製造方法および装置に関するものである。   The present invention relates to a method and apparatus for producing ozone water using surplus ozone.

従来のオゾン水製造の機構は図5に示すように、オゾン発生手段101からのオゾンを含むガスは、オゾン溶解手段102により水中に溶解混合される。このオゾン混合水は気液分離手段103に入り、水に溶解しきれないオゾンは余剰オゾンとして分離される。この余剰オゾンは廃オゾン処理手段104を通り、酸素に還元されて大気中に放出される。そして、気液分離手段103からオゾン水が供給される。   As shown in FIG. 5, the conventional ozone water production mechanism dissolves and mixes the gas containing ozone from the ozone generating means 101 into water by the ozone dissolving means 102. This ozone mixed water enters the gas-liquid separation means 103, and ozone that cannot be completely dissolved in water is separated as excess ozone. This surplus ozone passes through the waste ozone treatment means 104 and is reduced to oxygen and released into the atmosphere. And ozone water is supplied from the gas-liquid separation means 103.

しかしながら、上記構成のオゾン水製造装置では、オゾン発生手段101から供給されるオゾンの40〜50%程度が溶解するのみで、溶解しきれないオゾンは廃オゾン処理手段104により酸素に還元され、大気中に放出されてしまうという問題があった。   However, in the ozone water production apparatus having the above configuration, only about 40 to 50% of the ozone supplied from the ozone generating means 101 is dissolved, and ozone that cannot be completely dissolved is reduced to oxygen by the waste ozone treatment means 104, and the atmosphere There was a problem of being released inside.

この問題に対して、オゾン発生手段と、加圧供給される水中にオゾンを溶解させる2個のオゾン溶解手段と、オゾン水中の余剰オゾンを分離する余剰オゾン分離手段とから構成され、該余剰オゾン分離手段の給水口に連結する水供給配管に、2列の並列配管部を形成して、それぞれに前記オゾン溶解手段を介装するとともに、一方の前記オゾン溶解手段には前記オゾン発生手段を接続し、他方の前記オゾン溶解手段には、前記余剰オゾン分離手段から排出されるオゾンを帰還させて、オゾン溶解率を高めるようにしたオゾン水製造装置が提案されている(例えば、特許文献1参照)。このオゾン水製造装置201(図6参照)は、余剰オゾン分離装置202で分離されたオゾンを、オゾン分解装置228で酸素に還元して大気に放出することなくエジェクタ216に帰還させて溶解させるので、余剰オゾンを効果的に活用して、オゾン溶解率の高いオゾン水を製造することができる。   To solve this problem, the ozone generating means, two ozone dissolving means for dissolving ozone in the pressurized water, and surplus ozone separating means for separating surplus ozone in the ozone water, the surplus ozone Two rows of parallel piping sections are formed in the water supply pipe connected to the water supply port of the separation means, and the ozone dissolving means is interposed in each, and the ozone generating means is connected to one of the ozone dissolving means However, an ozone water production apparatus has been proposed in which the ozone discharged from the surplus ozone separating means is returned to the other ozone dissolving means to increase the ozone dissolving rate (see, for example, Patent Document 1). ). The ozone water production apparatus 201 (see FIG. 6) returns the ozone separated by the surplus ozone separation apparatus 202 to oxygen by the ozone decomposition apparatus 228 and returns it to the ejector 216 for dissolution without releasing it to the atmosphere. By using surplus ozone effectively, ozone water having a high ozone dissolution rate can be produced.

しかし、オゾン帰還パイプ224により帰還したオゾンは水道水に溶解混合され、給水口203の手前で合流し、再び、給水口203から余剰オゾン分離装置202のオゾン水タンク205に溜まることになり、低濃度となった帰還オゾンの余剰オゾンが三度分離されることとなり、帰還オゾンが希釈されるという問題がある。また、並列配管部214aのエジェクタ216のノズルの口径とディヒューザーの直径を、並列配管部214bのものより広げるとともに、並列配管部214aの水道水量を多くすることにより、オゾン混合率を一定としているが、並列配管部214bの水道水量が少なくなればエジェクタ216での帰還オゾンの引き込み力が小さくなり、結果、帰還オゾンが混合溶解できない問題が新たに生じることとなる。   However, the ozone returned by the ozone return pipe 224 is dissolved and mixed in the tap water, merges in front of the water supply port 203, and again accumulates in the ozone water tank 205 of the surplus ozone separator 202 from the water supply port 203. The surplus ozone of the return ozone having the concentration is separated three times, and there is a problem that the return ozone is diluted. Further, the diameter of the nozzle of the ejector 216 and the diameter of the diffuser of the parallel piping portion 214a are made larger than those of the parallel piping portion 214b, and the amount of tap water in the parallel piping portion 214a is increased, thereby making the ozone mixing rate constant. However, if the amount of tap water in the parallel piping section 214b is reduced, the return ozone pull-in force in the ejector 216 is reduced, resulting in a new problem that the return ozone cannot be mixed and dissolved.

また、複数のオゾン溶解手段と気液分離手段を設け、前記オゾン溶解手段の1つでオゾン発生手段から流出するオゾンガスを含む気体を水系統から供給される水中に吹き込んでオゾンを溶解し、得られたオゾン含有水から未溶解のオゾンガスを含む気体成分を気液分離手段で分離し、分離した気体成分を他のオゾン溶解手段に供給し、そこで水系統から供給される水中に吹き込んでオゾンガスを溶解するように構成したことを特徴とするオゾン水製造システムが提案されている(例えば、特許文献2参照)。   Also, a plurality of ozone dissolving means and gas-liquid separating means are provided, and one of the ozone dissolving means blows a gas containing ozone gas flowing out from the ozone generating means into the water supplied from the water system to dissolve ozone. Gas component containing undissolved ozone gas is separated from the ozone-containing water by gas-liquid separation means, and the separated gas component is supplied to other ozone dissolution means, where it is blown into the water supplied from the water system to generate ozone gas. An ozone water production system characterized by being dissolved is proposed (see, for example, Patent Document 2).

前記オゾン水製造システムのプロセスの一つとして、水系統304に加えて他の水系統304aを設け、水系統304に設けた気液分離手段302で分離したオゾンを高濃度で含む気体成分を他の水系統304aに設けた他のオゾン溶解手段302aに供給するプロセスがある(図7参照)。図7の上側に示す水系統304には、循環ポンプ329、オゾン溶解手段302、気液分離手段307およびオゾン利用設備305上流側から下流側に順に設けられ、オゾン溶解手段302にはオゾン発生手段301からのオゾンを含む気体が吹き込まれる。さらに循環ポンプ329の入口側には原水供給装置303からの水系統304が合流する。図4の下側に示す他の系統304aには他の循環ポンプ329a、他のオゾン溶解手段302aおよび他のオゾン利用設備305aが上流側から下流側に順に設けられ、他のオゾン溶解手段302aには前記気液分離手段307で分離されたオゾンを高濃度で含む気体成分が吹き込まれる。さらに他の循環ポンプ329aの入口側には他の原水供給装置303aからの他の水系統304aが合流する。循環ポンプ329を運転することにより、水系統304の系統水はオゾン溶解手段302流入し、そこでオゾン発生手段301からのオゾンを含む気体が吹き込まれ、水系統304の下流側にオゾン水と気体成分の気液混合体が流出する。気液混合体は次いで気液分離手段307に流入し、そこでオゾンを高濃度で含む気体成分がオゾン水から分離される。オゾン水はそれより下流側に設けたオゾン利用設備305に流入し、分離された気体成分は配管fから他の水系統304aに設けた他のオゾン溶解手段302aに流入する。一方、他の循環ポンプ329aを運転することにより、他の水系統304aの系統水は他のオゾン溶解手段302aに流入し、そこで前記気液分離手段307からのオゾンガスを含む気体成分が吹き込まれ、その下流側にオゾン水と気体成分の気液混合体が流出する。気液混合体は次いで他のオゾン利用設備305aに流入され、使用済みの比較的低濃度のオゾン水が下流側に排出する。そして排出したオゾン水は他の循環ポンプ329aを経て再び他のオゾン溶解手段302aに循環する。   As one of the processes of the ozone water production system, in addition to the water system 304, another water system 304a is provided, and other gas components containing ozone at a high concentration separated by the gas-liquid separation means 302 provided in the water system 304 are provided. There is a process of supplying to other ozone dissolving means 302a provided in the water system 304a (see FIG. 7). The water system 304 shown in the upper side of FIG. 7 is provided in order from the upstream side to the downstream side of the circulation pump 329, the ozone dissolution means 302, the gas-liquid separation means 307, and the ozone utilization facility 305. Gas containing ozone from 301 is blown. Further, the water system 304 from the raw water supply device 303 joins the inlet side of the circulation pump 329. In the other system 304a shown in the lower side of FIG. 4, another circulation pump 329a, other ozone dissolving means 302a, and other ozone utilization equipment 305a are provided in order from the upstream side to the downstream side. Is injected with a gas component containing ozone at a high concentration separated by the gas-liquid separation means 307. Furthermore, another water system 304a from another raw water supply device 303a joins the inlet side of another circulation pump 329a. By operating the circulation pump 329, the system water of the water system 304 flows into the ozone dissolving means 302, where gas containing ozone from the ozone generating means 301 is blown, and ozone water and gaseous components are downstream of the water system 304. The gas-liquid mixture flows out. The gas-liquid mixture then flows into the gas-liquid separation means 307, where the gaseous component containing ozone at a high concentration is separated from the ozone water. The ozone water flows into the ozone utilization facility 305 provided downstream thereof, and the separated gas component flows into the other ozone dissolving means 302a provided in the other water system 304a from the pipe f. On the other hand, by operating the other circulation pump 329a, the system water of the other water system 304a flows into the other ozone dissolving means 302a, where a gas component containing ozone gas from the gas-liquid separation means 307 is blown, A gas-liquid mixture of ozone water and gaseous components flows downstream. The gas-liquid mixture then flows into another ozone utilization facility 305a, and used relatively low-concentration ozone water is discharged downstream. The discharged ozone water is circulated again to another ozone dissolving means 302a via another circulation pump 329a.

このように構成したオゾン水製造システムによれば、オゾン発生手段で発生したオゾンガスを無駄に捨てることなく再利用するので、従来のシステムより運転コストを大幅に低下することができ、オゾンの利用率が極めて高いのでオゾン発生手段の容量も小さくできるが、他の水系統304aを設ける為に別途他の原水供給装置が必要不可欠であり、システムが増大し且つ複雑となり、結果として設置コスト、ランニングコストも高くなる。   According to the ozone water production system configured in this way, the ozone gas generated by the ozone generating means is reused without being wasted, so that the operating cost can be greatly reduced compared to the conventional system, and the ozone utilization rate. However, the capacity of the ozone generating means can be reduced, but another raw water supply device is indispensable for providing the other water system 304a, and the system increases and becomes complicated, resulting in installation cost and running cost. Also gets higher.

特許第2976875号公報Japanese Patent No. 2976875 特開2004−188246号公報JP 2004-188246 A

本発明は、以上のような従来技術の問題点に鑑みなされたものであり、溶解しきれない余剰オゾンを効果的に活用し、低コストで且つオゾン溶解効率の高いオゾン水製造方法および装置を提供することを目的とする。   The present invention has been made in view of the above-mentioned problems of the prior art, and effectively uses surplus ozone that cannot be dissolved, and provides a low-cost ozone water production method and apparatus with high ozone dissolution efficiency. The purpose is to provide.

オゾン発生手段と、流体を供給する手段と、該供給される流体にオゾンを溶解させるオゾン溶解手段と、該オゾン溶解手段で溶けきれなかったオゾンを分離する気液分離手段を有するオゾン水製造方法において、
前記オゾン溶解手段と前記気液分離手段が同一ライン上でひとつのユニットを構成し、少なくとも2つの該ユニットが、前記流体を供給する手段から並列に分岐した各ライン上にそれぞれ配置され、一方のユニットの該気液分離手段で分離されたオゾンが他方のユニットのオゾン溶解手段に移送されることを第1の特徴とする。
An ozone water production method comprising ozone generating means, means for supplying fluid, ozone dissolving means for dissolving ozone in the supplied fluid, and gas-liquid separation means for separating ozone that could not be dissolved by the ozone dissolving means In
The ozone dissolving means and the gas-liquid separating means constitute one unit on the same line, and at least two of the units are respectively arranged on each line branched in parallel from the fluid supplying means, The first feature is that the ozone separated by the gas-liquid separation means of the unit is transferred to the ozone dissolving means of the other unit.

各ユニットのオゾン溶解手段を第一オゾン溶解手段、第二オゾン溶解手段とし、該第一オゾン溶解手段の吸込圧力(負圧)と該第二オゾン溶解手段の吸込圧力(負圧)の比が、以下の関係式を満たすことを第2の特徴とする。
A/B≧0.28 (1)
A:第一オゾン溶解手段の吸込圧力(ゲージ圧)
B:第二オゾン溶解手段の吸込圧力(ゲージ圧)
The ozone dissolving means of each unit is a first ozone dissolving means and a second ozone dissolving means, and the ratio of the suction pressure (negative pressure) of the first ozone dissolving means to the suction pressure (negative pressure) of the second ozone dissolving means is The second characteristic is that the following relational expression is satisfied.
A / B ≧ 0.28 (1)
A: Suction pressure (gauge pressure) of the first ozone dissolution means
B: Suction pressure (gauge pressure) of the second ozone dissolving means

前記第一オゾン溶解手段の吸込圧力(ゲージ圧)が−5kPa以下であることを第3の特徴とし、前記第一オゾン溶解手段を通過する流体の最大線速度が5.42m/sec以上、かつ、流体の通過する方向を軸とする軸に対する最大断面積と最小断面積比が、以下の関係式を満たすことを第4の特徴とする。
C/D≧2.2 (2)
C: 断面積の最大値
D: 断面積の最小値
Thirdly, the suction pressure (gauge pressure) of the first ozone dissolving means is −5 kPa or less, and the maximum linear velocity of the fluid passing through the first ozone dissolving means is 5.42 m / sec or more, and The fourth characteristic is that the maximum cross-sectional area and the minimum cross-sectional area ratio with respect to an axis whose axis is the direction in which the fluid passes satisfy the following relational expression.
C / D ≧ 2.2 (2)
C: Maximum cross-sectional area D: Minimum cross-sectional area

オゾン発生器と、流体供給装置と、該供給装置により供給される流体にオゾンを溶解させるオゾン溶解装置と、該オゾン溶解装置で溶けきれなかったオゾンを分離する気液分離装置を有するオゾン水製造装置において、
少なくとも第一オゾン溶解装置と該第一オゾン溶解装置と同一ライン上に配置された第一気液分離装置を具備する第一ユニットと、第二オゾン溶解装置と該第二オゾン溶解装置と同一ライン上に配置された第二気液分離装置を具備する第二ユニットとを備え、前記第一オゾン溶解装置と前記第二オゾン溶解装置の上流側に、第一流量調節弁と第二流量調節弁がそれぞれ配置され、前記第一気液分離装置と前記第二気液分離装置の下流側に気液分離後のオゾン水の背圧を調整する第一背圧調節弁と第二背圧調節弁がそれぞれ配置され、前記流体供給装置から流体が供給されるラインから並列に分岐した各ライン上に、該第一ユニットと該第二ユニットが配置され、前記第一気液分離装置が前記第二オゾン溶解装置と連結されていることを第5の特徴とする。
Ozone water production comprising an ozone generator, a fluid supply device, an ozone dissolution device for dissolving ozone in a fluid supplied by the supply device, and a gas-liquid separation device for separating ozone that could not be dissolved by the ozone dissolution device In the device
A first unit comprising at least a first ozone-dissolving device and a first gas-liquid separation device disposed on the same line as the first ozone-dissolving device, a second ozone-dissolving device, and the same line as the second ozone-dissolving device A second unit comprising a second gas-liquid separator disposed above, and a first flow control valve and a second flow control valve upstream of the first ozone dissolving device and the second ozone dissolving device. Are arranged, and a first back pressure control valve and a second back pressure control valve for adjusting the back pressure of ozone water after gas-liquid separation downstream of the first gas-liquid separator and the second gas-liquid separator Are arranged, and the first unit and the second unit are arranged on each line branched in parallel from a line to which a fluid is supplied from the fluid supply device, and the first gas-liquid separation device is the second The fifth thing that is connected with the ozone dissolving device And butterflies.

前記第一オゾン溶解装置の吸込圧力(負圧)と、前記第二オゾン溶解装置の吸込圧力(負圧)の比が、以下の関係式を満たすことを第6の特徴とする。
A/B≧0.28 (1)
A:第一オゾン溶解装置の吸込圧力(ゲージ圧)
B:第二オゾン溶解装置の吸込圧力(ゲージ圧)
The sixth feature is that the ratio of the suction pressure (negative pressure) of the first ozone dissolving device and the suction pressure (negative pressure) of the second ozone dissolving device satisfies the following relational expression.
A / B ≧ 0.28 (1)
A: Suction pressure (gauge pressure) of the first ozone dissolving device
B: Suction pressure (gauge pressure) of the second ozone dissolving device

前記第一オゾン溶解装置の吸込圧力(ゲージ圧)が−5kPa以下であることを第7の特徴とし、前記第一オゾン溶解器を通過する流体の最大線速度が5.42m/sec以上、かつ、流体の通過する方向を軸とする軸に対する最大断面積と最小断面積比が、以下の関係式を満たすことを第8の特徴とする。
C/D≧2.2 (2)
C: 断面積の最大値
D: 断面積の最小値
The seventh feature is that the suction pressure (gauge pressure) of the first ozone dissolver is −5 kPa or less, and the maximum linear velocity of the fluid passing through the first ozone dissolver is 5.42 m / sec or more, and The eighth characteristic is that the maximum cross-sectional area and the minimum cross-sectional area ratio with respect to an axis whose axis is the direction through which the fluid passes satisfy the following relational expression.
C / D ≧ 2.2 (2)
C: Maximum cross-sectional area D: Minimum cross-sectional area

また、前記オゾン溶解装置が、エジェクタまたはアスピレータであることを第9の特徴とし、前記エジェクタが、縮径部、スロート部、拡径部が連続して形成されていることを第10の特徴とし、
前記エジェクタが第一入口部と、長手方向に延設された第一通路部とを有し、前記第一入口部から第一通路部にかけて第一入口流路を形成する第一流路形成手段と、
第二入口部と、前記第一通路部の周囲を包囲するテーパ面に沿って延設された第二通路部とを有し、前記第二入口部から前記第二通路部にかけて第二入口流路を形成する第二流路形成手段と、
細径部と、拡径部と、出口部とを有し、前記細径部から前記拡径部および前記出口部にかけて流路面積が拡大され、かつ、前記細径部の端部において前記第一入口流路および前記第二入口流路にそれぞれ連通する出口流路を形成する第三流路形成手段と、
前記第一入口流路および前記第二入口流路の少なくとも一方において旋回流を発生させる旋回流発生手段とを備えることを第11の特徴とする。
The ninth feature is that the ozone dissolving device is an ejector or an aspirator, and the tenth feature is that the ejector has a reduced diameter portion, a throat portion, and an enlarged diameter portion formed continuously. ,
A first channel forming means for forming a first inlet channel from the first inlet to the first channel, the ejector having a first inlet and a first channel extending in the longitudinal direction; ,
A second inlet portion and a second passage portion extending along a tapered surface surrounding the first passage portion, and a second inlet flow from the second inlet portion to the second passage portion. Second flow path forming means for forming a path;
A narrow-diameter portion, an enlarged-diameter portion, and an outlet portion; a flow area is enlarged from the narrow-diameter portion to the enlarged-diameter portion and the outlet portion; A third channel forming means for forming an outlet channel communicating with the one inlet channel and the second inlet channel,
A swirling flow generating means for generating a swirling flow in at least one of the first inlet channel and the second inlet channel is an eleventh feature.

本発明は以上のような構成からなり、以下の優れた効果が得られる。   The present invention is configured as described above, and the following excellent effects can be obtained.

(1)並列配管部を形成することにより、単一配管よりも加圧供給される液体の圧力が低くなるため、安価な供給手段が使用可能となる。
(2)並列配管部を形成することにより、単一配管よりも加圧供給される液体の圧力が低くなるため、オゾン水を多量に製造できる。
(3)余剰オゾンが効果的に活用されるため、オゾン溶解効率の高いオゾン水を製造することができる。
(4)余剰オゾンが効果的に活用され、排出されるオゾン量が減少するため、余剰オゾンを処理する設備に掛かるコストを低くできる。
(1) Since the pressure of the liquid supplied under pressure is lower than that of a single pipe by forming the parallel pipe section, an inexpensive supply means can be used.
(2) Since the pressure of the liquid supplied under pressure is lower than that of a single pipe by forming the parallel pipe section, a large amount of ozone water can be produced.
(3) Since surplus ozone is effectively utilized, ozone water with high ozone dissolution efficiency can be produced.
(4) Since surplus ozone is effectively utilized and the amount of ozone discharged is reduced, the cost required for equipment for treating surplus ozone can be reduced.

本発明の第一の実施形態のオゾン水製造プロセスを示したフロー図である。It is the flowchart which showed the ozone water manufacturing process of 1st embodiment of this invention. 本発明の第一の実施形態のオゾン水製造装置を示したフロー図である。It is the flowchart which showed the ozone water manufacturing apparatus of 1st embodiment of this invention. 本発明の第一の実施形態のエジェクタを示す縦断面図である。It is a longitudinal cross-sectional view which shows the ejector of 1st embodiment of this invention. 図3の要部拡大図である。It is a principal part enlarged view of FIG. 従来のオゾン水製造システムのフロー図である。It is a flowchart of the conventional ozone water manufacturing system. 他の従来のオゾン水製造装置の概略構成図である。It is a schematic block diagram of the other conventional ozone water manufacturing apparatus. 他の従来のオゾン水製造システムのプロセスフロー図である。It is a process flow figure of other conventional ozone water manufacturing systems.

(実施形態1)
以下、本発明における第一の実施形態について図2から図4を基に説明するが、本発明が本実施形態に限定されないことは言うまでもない。また、本実施形態においては水を流体として使用する例で説明する。
(Embodiment 1)
Hereinafter, although the first embodiment of the present invention will be described with reference to FIGS. 2 to 4, it is needless to say that the present invention is not limited to this embodiment. Moreover, in this embodiment, it demonstrates by the example which uses water as a fluid.

図2において、本発明のオゾン水製造装置は、オゾン発生器1、流体供給装置2と、2個のガス自吸式オゾン溶解装置3a、3bと、溶けきれなかった余剰オゾン5a、5b等のガスを分離する2個の気液分離装置4a、4bと、オゾン溶解装置3a、3bそれぞれに供給される水の流量を調節する流量調節弁7a、7bと、気液分離装置4a、4b後のオゾン水の背圧を調整する背圧調節弁8a、8bと、余剰オゾン5bを処理する廃オゾン処理装置9で構成されている。余剰オゾンとはオゾン溶解装置で溶けきれなかったオゾンのことである。   In FIG. 2, the ozone water production apparatus of the present invention includes an ozone generator 1, a fluid supply device 2, two gas self-priming ozone dissolving devices 3a and 3b, and surplus ozone 5a and 5b that could not be dissolved. Two gas-liquid separators 4a and 4b for separating gas, flow rate adjusting valves 7a and 7b for adjusting the flow rate of water supplied to each of the ozone dissolving devices 3a and 3b, and gas-liquid separators 4a and 4b It comprises back pressure control valves 8a and 8b for adjusting the back pressure of ozone water, and a waste ozone treatment device 9 for treating surplus ozone 5b. Excess ozone is ozone that could not be dissolved by the ozone dissolver.

ポンプ等の流体供給装置2を用いて加圧供給された水は、2並列に配管接続された第一オゾン溶解装置3a、第二オゾン溶解装置3bにそれぞれ供給される。オゾン発生器1から発生したオゾンは第一オゾン溶解装置3aによって自吸され第一オゾン溶解装置3a内で水と混合される。第一オゾン溶解装置3aから吐出されるオゾン混合水は第一気液分離装置4aによって溶存できなかったオゾンを含む第一余剰オゾン5aと第一オゾン水6aに分離され、さらに第一余剰オゾン5aは第二オゾン溶解装置3bによって自吸され、第二オゾン溶解装置3b内で分岐された水と混合される。第二オゾン溶解装置3bから吐出されるオゾン混合水を第二気液分離装置4bによって溶存できなかったオゾンを含む第二余剰オゾンガス5bと第二オゾン水6bに分離され、第一オゾン水6aと第二オゾン水6bは合流する。第二余剰オゾンガス5bは廃オゾン処理装置9によって酸素ガスに還元し放出される。第一オゾン溶解装置3aおよび第二オゾン溶解装置3bへの水の流量を調節するために、第一流量調節弁7aおよび第二流量調節弁7bが使用され、第一気液分離装置4a、第二気液分離装置4bでの圧平衡を保つように第一背圧調節弁8a、第二背圧調節弁8bによって背圧が調整される。   The water pressurized and supplied using the fluid supply device 2 such as a pump is supplied to the first ozone dissolving device 3a and the second ozone dissolving device 3b, which are connected in parallel by two pipes. Ozone generated from the ozone generator 1 is self-primed by the first ozone dissolving device 3a and mixed with water in the first ozone dissolving device 3a. The ozone mixed water discharged from the first ozone dissolving device 3a is separated into the first surplus ozone 5a and the first ozone water 6a containing ozone that could not be dissolved by the first gas-liquid separation device 4a. The ozone 5a is self-primed by the second ozone dissolving device 3b and mixed with the water branched in the second ozone dissolving device 3b. The ozone mixed water discharged from the second ozone dissolving device 3b is separated into the second surplus ozone gas 5b containing ozone that could not be dissolved by the second gas-liquid separator 4b and the second ozone water 6b, and the first ozone water 6a. And the second ozone water 6b merge. The second surplus ozone gas 5b is reduced to oxygen gas by the waste ozone treatment device 9 and released. In order to adjust the flow rate of water to the first ozone dissolving device 3a and the second ozone dissolving device 3b, the first flow rate adjusting valve 7a and the second flow rate adjusting valve 7b are used. The back pressure is adjusted by the first back pressure adjustment valve 8a and the second back pressure adjustment valve 8b so as to maintain the pressure balance in the two-gas liquid separation device 4b.

ここで、第一オゾン溶解装置3aでの吸込み圧Ps1(ゲージ圧)と第二オゾン溶解装置3bでの吸込み圧Ps2(ゲージ圧)の比Ps1(ゲージ圧)/Ps2(ゲージ圧)は0.28以上が良い。0.28より低い条件において、第一オゾン溶解装置3aの水の流量を低くし、第二オゾン溶解装置3bの水の流量を大きくする、または、第一オゾン溶解装置3aの通水口径を大きくし、第二オゾン溶解装置3bの通水口径を小さくすることになり、第一オゾン溶解装置においてオゾン発生手段からの高濃度オゾンの混合溶解性能が低下し、オゾン水の溶存オゾン濃度が低下する恐れがある。   Here, the ratio Ps1 (gauge pressure) / Ps2 (gauge pressure) of the suction pressure Ps1 (gauge pressure) in the first ozone dissolving device 3a and the suction pressure Ps2 (gauge pressure) in the second ozone dissolving device 3b is 0. 28 or more is good. Under a condition lower than 0.28, the flow rate of water in the first ozone dissolving device 3a is decreased, the flow rate of water in the second ozone dissolving device 3b is increased, or the water flow diameter of the first ozone dissolving device 3a is increased. In addition, the water flow diameter of the second ozone dissolving device 3b is reduced, and in the first ozone dissolving device, the mixing and dissolving performance of high-concentration ozone from the ozone generating means is lowered, and the dissolved ozone concentration of ozone water is lowered. There is a fear.

また、第一オゾン溶解装置3aでの吸込み圧Ps1(ゲージ圧)は−5kPa以下であることが好ましい。−5kPa<Ps1(ゲージ圧)<0kPaでは安定した吸込み性能を得られず、0kPa≦Ps1(ゲージ圧)だとブロア等、オゾンを送気する手段が別途必要となるために、コストが増大する。   Further, the suction pressure Ps1 (gauge pressure) in the first ozone dissolving apparatus 3a is preferably −5 kPa or less. If -5 kPa <Ps1 (gauge pressure) <0 kPa, stable suction performance cannot be obtained, and if 0 kPa ≦ Ps1 (gauge pressure), means for supplying ozone, such as a blower, is required, which increases costs. .

さらに、Ps1(ゲージ圧)を−5kPa以下に維持する為には第一オゾン溶解装置3aにおいて、ある程度の流速および差圧すなわち、ある程度の流速の差が必要であり、最大線速度LV1maxが、LV1max≧ 5.42m/secかつ、流体の通過する方向を軸とする軸に対する最大断面積の最小断面積に対する比が、2.2以上であることが望ましい。   Furthermore, in order to maintain Ps1 (gauge pressure) at -5 kPa or less, in the first ozone dissolving apparatus 3a, a certain flow velocity and a differential pressure, that is, a certain flow velocity difference is required, and the maximum linear velocity LV1max is LV1max. ≧ 5.42 m / sec and the ratio of the maximum cross-sectional area to the minimum cross-sectional area with respect to the axis whose axis is the direction in which the fluid passes is preferably 2.2 or more.

LV1maxが 5.42m/sec未満だと、通水部最大断面積/通水部最少断面積が2.2以上においても、Ps1(ゲージ圧)≦−5 kPaを維持するのは困難であり、同様に、通水部最大断面積/通水部最少断面積が2.2未満だと、LV1maxが 5.42m/sec以上であってもPs1(ゲージ圧)≦−5kPaを維持するのは困難となるためである。   When LV1max is less than 5.42 m / sec, it is difficult to maintain Ps1 (gauge pressure) ≦ −5 kPa even when the water passage maximum cross-sectional area / water passage minimum cross-sectional area is 2.2 or more. Similarly, if the maximum cross-sectional area of the water passing portion / the minimum cross-sectional area of the water passing portion is less than 2.2, it is difficult to maintain Ps1 (gauge pressure) ≦ −5 kPa even when LV1max is 5.42 m / sec or more. It is because it becomes.

以下、図3〜図4を参照して本発明の第一の実施の形態に係るエジェクタについて説明する。図3は、本発明の第一の実施の形態に係るエジェクタの構成を示す縦断面図であり、図4は、図3の要部拡大図である。このエジェクタは、略円柱状の本体11と、本体11に嵌合される略円柱状のノズル部材12とを有する。   Hereinafter, the ejector according to the first embodiment of the present invention will be described with reference to FIGS. FIG. 3 is a longitudinal sectional view showing a configuration of the ejector according to the first embodiment of the present invention, and FIG. 4 is an enlarged view of a main part of FIG. The ejector includes a substantially cylindrical main body 11 and a substantially cylindrical nozzle member 12 fitted to the main body 11.

本体11の一端面には、ノズル部材12が嵌挿される受容部16が設けられ、他端面には、出口流路15を形成する出口開口部31が設けられている。受容部16の内周面の開口側には雌ネジ部21が設けられている。受容部16の底面32には円環状溝部20が設けられ、円環状溝部20の外周面は雌ネジ部21の略延長線上に位置している。本体11の内部には、受容部16の底面に形成され、円錐台形状に縮径する縮径部17、縮径部17に連設された円柱状の細径部となるスロート部18、およびスロート部18に連設され、出口開口部31にかけて円錐台形状に拡径する拡径部19が、それぞれ本体11の中心軸上に設けられ、縮径部17から出口開口部31にかけてベンチュリ効果を有する出口流路15が形成されている。   A receiving portion 16 into which the nozzle member 12 is fitted is provided on one end surface of the main body 11, and an outlet opening 31 that forms the outlet channel 15 is provided on the other end surface. A female screw portion 21 is provided on the opening side of the inner peripheral surface of the receiving portion 16. An annular groove portion 20 is provided on the bottom surface 32 of the receiving portion 16, and the outer peripheral surface of the annular groove portion 20 is located on a substantially extended line of the female screw portion 21. Inside the main body 11, a diameter-reduced portion 17 that is formed on the bottom surface of the receiving portion 16 and has a diameter reduced to a truncated cone shape, a throat portion 18 that is a columnar narrow-diameter portion continuously connected to the diameter-reduced portion 17, and A diameter-expanded portion 19 that is connected to the throat portion 18 and expands in a truncated cone shape toward the outlet opening 31 is provided on the central axis of the main body 11, and the venturi effect is exerted from the diameter-reduced portion 17 to the outlet opening 31. An outlet channel 15 is formed.

本体11の周面には、周方向所定位置に第二入口開口部30が設けられ、第二入口開口部30は円環状溝部20に連通している。受容部16の底面32には、円環状溝部20から縮径部17の周縁にかけて複数の放射曲線状の溝部が周方向等間隔に設けられている。   A second inlet opening 30 is provided at a predetermined position in the circumferential direction on the peripheral surface of the main body 11, and the second inlet opening 30 communicates with the annular groove 20. On the bottom surface 32 of the receiving portion 16, a plurality of radial curved groove portions are provided at equal intervals in the circumferential direction from the annular groove portion 20 to the periphery of the reduced diameter portion 17.

ノズル部材12は、外周面に雄ネジ部24が設けられた円柱部22と、円柱部22の一端面に円柱部22と同軸で円錐台形状に突設された突出部23とを有する。円柱部22の端面には第一入口開口部20が設けられ、突出部23の端面には吐出口25が設けられている。ノズル部材12の内部には、流路の途中から吐出口25にかけて縮径された円錐台形状のテーパ部26がノズル部材12の中心軸上に設けられ、第一入口開口部29から吐出口25にかけて、出口側で絞られる第一入口流路13が形成されている。   The nozzle member 12 includes a cylindrical portion 22 having a male screw portion 24 provided on the outer peripheral surface thereof, and a protruding portion 23 that is coaxial with the cylindrical portion 22 and protrudes in a truncated cone shape on one end surface of the cylindrical portion 22. A first inlet opening 20 is provided on the end surface of the cylindrical portion 22, and a discharge port 25 is provided on the end surface of the protruding portion 23. Inside the nozzle member 12, a truncated cone-shaped taper portion 26 whose diameter is reduced from the middle of the flow path to the discharge port 25 is provided on the central axis of the nozzle member 12, and from the first inlet opening 29 to the discharge port 25. A first inlet flow path 13 that is throttled on the outlet side is formed.

ノズル部材12の雄ネジ部24は、円柱部22の端面33が本体11の受容部16の底面32に当接するまで本体11の受容部16の雌ネジ部21に密封状態で螺合され、ノズル部材12が本体11の受容部16に嵌挿されている。このとき、本体11の凹部となる縮径部17内に凸部となる突出部23が収容され、本体11の受容部16の底面32に設けられた溝部12とノズル部材12の突出部23側の端面33とによって連通流路27が形成されている。さらに、本体11の縮径部17の内周面(テーパ面)とノズル部材12の突出部23の外周面(テーパ面)との間にはクリアランスが設けられ、このクリアランスによりテーパ面に沿って環状流路28が形成されている。   The male threaded portion 24 of the nozzle member 12 is threadably engaged with the female threaded portion 21 of the receiving portion 16 of the main body 11 until the end surface 33 of the cylindrical portion 22 abuts the bottom surface 32 of the receiving portion 16 of the main body 11. The member 12 is inserted into the receiving portion 16 of the main body 11. At this time, the protruding portion 23 serving as a convex portion is accommodated in the reduced diameter portion 17 serving as the concave portion of the main body 11, and the groove portion 12 provided on the bottom surface 32 of the receiving portion 16 of the main body 11 and the protruding portion 23 side of the nozzle member 12. A communication flow path 27 is formed by the end face 33 of the first end. Further, a clearance is provided between the inner peripheral surface (tapered surface) of the reduced diameter portion 17 of the main body 11 and the outer peripheral surface (tapered surface) of the projecting portion 23 of the nozzle member 12, and along this taper surface by this clearance. An annular channel 28 is formed.

これにより、第二入口開口部30から円環状溝部20、連通流路27、および環状流路
28を通って本体11のスロート部18に連通し、出口側で絞られる第二入口流路14が形成されている。なお、本体11の受容部16の底面32とノズル部材12の突出部23側の端面33は当接していても良いし、適度なクリアランスを持っていても良い。クリアランスを持っている場合、クリアランスの部分と溝部の部分が連通流路27を形成する。
As a result, the second inlet channel 14 is communicated from the second inlet opening 30 to the throat portion 18 of the main body 11 through the annular groove 20, the communication channel 27, and the annular channel 28, and is throttled on the outlet side. Is formed. The bottom surface 32 of the receiving portion 16 of the main body 11 and the end surface 33 on the protruding portion 23 side of the nozzle member 12 may be in contact with each other, or may have an appropriate clearance. When the clearance is provided, the clearance portion and the groove portion form the communication channel 27.

なお、本体11およびノズル部材12の材質は、使用する流体によって侵されない材質であれば特に限定されず、ポリ塩化ビニル、ポリプロピレン、ポリエチレンなどいずれでも良い。特に流体に腐食性流体を用いる場合は、ポリテトラフルオロエチレン、ポリビニリデンフルオロライド、テトラフルオロエチレン・パーフルオロアルキルビニルエーテル共重合樹脂などのフッ素樹脂であることが好ましく、フッ素樹脂製であれば腐食性流体に用いることができ、腐食性ガスが透過しても配管部材の腐食の心配がなくなるため好適である。本体11またはノズル部材12の構成材を透明または半透明な部材としてもよく、この場合には流体の混合の状態を目視で確認できるため好適である。流体混合器に流す物質によっては各部品の材質は鉄、銅、銅合金、真鍮、アルミニウム、ステンレス、チタンなどの金属や合金であっても良い。特に流体が食品である場合、衛生的で寿命の長いステンレスが好ましい。本体11とノズル部材12との組立方法は螺着、溶接、溶着、接着、ピン止め、嵌め合わせ等の内部流体の密閉性が保たれる方法であればいずれの方法でもよい。第一入口開口部29、第二入口開口部30及び出口開口部31にはそれぞれ流体を導入及び排出するための配管(図示せず)が接続されるが、その接続方法は特に限定されない。   The material of the main body 11 and the nozzle member 12 is not particularly limited as long as it is a material that is not affected by the fluid to be used, and may be polyvinyl chloride, polypropylene, polyethylene, or the like. In particular, when a corrosive fluid is used as the fluid, it is preferably a fluororesin such as polytetrafluoroethylene, polyvinylidene fluoride, or tetrafluoroethylene / perfluoroalkyl vinyl ether copolymer resin. It can be used as a fluid, and is suitable because there is no fear of corrosion of piping members even when corrosive gas permeates. The constituent material of the main body 11 or the nozzle member 12 may be a transparent or translucent member, and in this case, it is preferable because the state of fluid mixing can be visually confirmed. Depending on the substance flowing through the fluid mixer, the material of each component may be a metal or alloy such as iron, copper, copper alloy, brass, aluminum, stainless steel, titanium, or the like. In particular, when the fluid is food, hygienic and long-life stainless steel is preferable. Any method may be used for assembling the main body 11 and the nozzle member 12 as long as the internal fluid sealing property such as screwing, welding, welding, adhesion, pinning, and fitting is maintained. Pipes (not shown) for introducing and discharging fluid are connected to the first inlet opening 29, the second inlet opening 30 and the outlet opening 31, respectively, but the connection method is not particularly limited.

本発明のオゾン水製造装置によって製造されたオゾン水は、手・機器・水槽・水・床・空気・温泉・プール水・海水・環境用水・衣類・野菜類・金属部品類の消毒・殺菌・滅菌・抗菌・静菌・除菌、シリコンウエハー・半導体基板・フォトマスク基板・シリコン物質・食材・膜・衣類・野菜類・金属部品類の洗浄、フォトレジストおよび残渣の除去・有機化合物・無機化合物・金属類の酸化、上水・下水・工場等の事業場廃水の水処理、汚染地盤等の浄化・除染、メッキ処理の前処理、食材、膜、衣類、野菜類、金属部品類の表面処理、パルプの漂白、促進酸化処理などに用いられる。   The ozone water produced by the ozone water production apparatus of the present invention can be used for disinfection / sterilization of hands, equipment, water tanks, water, floors, air, hot springs, pool water, seawater, environmental water, clothing, vegetables, metal parts, etc. Sterilization, antibacterial, bacteriostatic, sterilization, cleaning of silicon wafers, semiconductor substrates, photomask substrates, silicon materials, ingredients, films, clothing, vegetables, metal parts, removal of photoresists and residues, organic compounds, inorganic compounds・ Oxidation of metals, water treatment of industrial wastewater such as water, sewage, and factories, purification and decontamination of contaminated ground, pretreatment of plating treatment, food materials, membranes, clothing, vegetables, surfaces of metal parts Used for processing, pulp bleaching, accelerated oxidation, etc.

次に、本発明の実施形態を用いてオゾン溶解試験を行った。その結果について以下に示す。   Next, an ozone dissolution test was performed using the embodiment of the present invention. The results are shown below.

図2のように、水道水を貯留した水槽からポンプを用いて2並列に配管接続されたオゾン溶解装置にそれぞれ給水される。オゾン発生装置から発生したオゾンは第一オゾン溶解装置によって自吸され第一オゾン溶解装置内で水道水と混合される。第一オゾン溶解装置から吐出されるオゾン混合水を第一気液分離装置によって溶存できなかったオゾンを含む第一余剰オゾンと第一オゾン水に分離された後、さらに第一余剰オゾンは第二オゾン溶解装置によって自吸され、第二オゾン溶解装置内で分岐された水道水と混合される。第二オゾン溶解装置から吐出されるオゾン混合水を第二気液分離装置によって溶存できなかったオゾンを含む第二余剰オゾンと第二オゾン水に分離された後、第一オゾン水と第二オゾン水は合流する。第二余剰オゾンはオゾン分解装置によって酸素ガスに還元し放出される。オゾン発生装置から発生するオゾン濃度は気相オゾン濃度計を用い、合流後のオゾン水のオゾン濃度は液相オゾン濃度計を用いて測定した。   As shown in FIG. 2, water is supplied from a water tank storing tap water to an ozone dissolution apparatus connected in two pipes in parallel using a pump. Ozone generated from the ozone generator is self-primed by the first ozone dissolver and mixed with tap water in the first ozone dissolver. After the ozone mixed water discharged from the first ozone dissolving device is separated into the first surplus ozone and ozone containing ozone that could not be dissolved by the first gas-liquid separation device, the first surplus ozone is further Self-primed by the second ozone dissolver and mixed with tap water branched in the second ozone dissolver. After the ozone mixed water discharged from the second ozone dissolving device is separated into second surplus ozone and second ozone water containing ozone that could not be dissolved by the second gas-liquid separator, the first ozone water and the second ozone water are separated. Ozone water merges. The second surplus ozone is reduced to oxygen gas by the ozonolysis device and released. The ozone concentration generated from the ozone generator was measured using a gas phase ozone concentration meter, and the ozone concentration of the ozone water after joining was measured using a liquid phase ozone concentration meter.

本試験においては、製造されたオゾン水の液相オゾン濃度およびオゾン発生装置から発生した気相オゾン濃度から、単位時間あたりのオゾン量を算出し、次式にてオゾン溶解効率を求めた。
溶解効率(%)= 液相のオゾン量/導入された気相オゾン量 ×100
In this test, the amount of ozone per unit time was calculated from the liquid phase ozone concentration of the produced ozone water and the gas phase ozone concentration generated from the ozone generator, and the ozone dissolution efficiency was determined by the following equation.
Dissolution efficiency (%) = amount of liquid phase ozone / introduced gas phase ozone x 100

[気相オゾン濃度の測定]
気相オゾン濃度計:東亜ディーケーケー社製 OZ−30
[液相オゾン濃度の測定]
液相オゾン濃度計:東亜ディーケーケー社製 OZ−20
[Measurement of gas phase ozone concentration]
Gas phase ozone concentration meter: OZ-30 manufactured by TOA DK Corporation
[Measurement of liquid phase ozone concentration]
Liquid phase ozone concentration meter: OZ-20 manufactured by Toa DKK Corporation

本発明におけるオゾン溶解試験は実施例1から実施例3及び比較例1から比較例3のそれぞれについて行った。その試験結果を表1〜表3に示す。   The ozone dissolution test in the present invention was conducted for each of Examples 1 to 3 and Comparative Examples 1 to 3. The test results are shown in Tables 1 to 3.

[実施例1]
オゾン溶解装置が、水道水流量10〜25L/minのときの給水圧が0.01〜0.05MPa、吸込み圧(ゲージ圧)が−1〜−21kPaであるエジェクタを使用してオゾン溶解試験を行い、オゾン溶解効率を表1に示した。
[Example 1]
When the ozone dissolver is a tap water flow rate of 10 to 25 L / min, an ozone dissolution test is performed using an ejector having a water supply pressure of 0.01 to 0.05 MPa and a suction pressure (gauge pressure) of −1 to −21 kPa. The ozone dissolution efficiency is shown in Table 1.

[実施例2]
オゾン溶解装置が、水道水流量10〜25L/minのときの給水圧が0.01〜0.09MPa、吸込み圧(ゲージ圧)が−7〜−50kPaであるエジェクタを使用してオゾン溶解試験を行い、オゾン溶解効率を表2に示した。
[Example 2]
The ozone dissolution test was performed using an ejector with an ozone dissolving device having a water supply pressure of 0.01 to 0.09 MPa and a suction pressure (gauge pressure) of −7 to −50 kPa when the tap water flow rate is 10 to 25 L / min. The ozone dissolution efficiency is shown in Table 2.

[実施例3]
オゾン溶解装置が、水道水流量10〜25L/minのときの給水圧が0.04〜0.27MPa、吸込み圧(ゲージ圧)が−15〜−72kPaであるエジェクタを使用してオゾン溶解試験を行い、オゾン溶解効率を表3に示した。
[Example 3]
When the ozone dissolver is a tap water flow rate of 10 to 25 L / min, an ozone dissolution test is performed using an ejector having a feed water pressure of 0.04 to 0.27 MPa and a suction pressure (gauge pressure) of -15 to -72 kPa. The ozone dissolution efficiency is shown in Table 3.

また、Ps1(ゲージ圧)とPs2(ゲージ圧)の比を一定とした時の、各Ps1(ゲージ圧)におけるオゾン自吸性能を調査し、その時の結果を表4に示した。   Further, the ozone self-priming performance at each Ps1 (gauge pressure) when the ratio of Ps1 (gauge pressure) and Ps2 (gauge pressure) was made constant was examined, and the results at that time are shown in Table 4.

さらに、PV1とPs1(ゲージ圧)の関係について表5に示した。   Further, Table 5 shows the relationship between PV1 and Ps1 (gauge pressure).

[比較例1]
実施例1で用いたオゾン溶解装置を使用し、並列配管ではなく単独配管でオゾン溶解試験を行い、その時のオゾン溶解効率を表1に示した。
[Comparative Example 1]
The ozone dissolution apparatus used in Example 1 was used, and an ozone dissolution test was performed using a single pipe instead of a parallel pipe. The ozone dissolution efficiency at that time is shown in Table 1.

[比較例2]
実施例2で用いたオゾン溶解装置を使用し、並列配管ではなく単独配管でオゾン溶解試験を行い、その時のオゾン溶解効率を表2に示した。
[Comparative Example 2]
The ozone dissolution apparatus used in Example 2 was used, and an ozone dissolution test was conducted using a single pipe instead of a parallel pipe. The ozone dissolution efficiency at that time is shown in Table 2.

[比較例3]
実施例3で用いたオゾン溶解装置を使用し、並列配管ではなく単独配管でオゾン溶解試験を行い、その時のオゾン溶解効率を表3に示した。
[Comparative Example 3]
The ozone dissolution apparatus used in Example 3 was used, and an ozone dissolution test was performed using a single pipe instead of a parallel pipe. The ozone dissolution efficiency at that time is shown in Table 3.

表1の結果から、同水流量において、実施例1−1〜1−6の給水圧はすべてにおいて比較例1−1〜1−3よりも低いことが分かる。また、オゾン溶解効率はPs1(ゲージ圧)/Ps2(ゲージ圧)=0.11の時のみ減少していた。
表2の結果から、同水流量において、実施例2−1〜2−6の給水圧はすべてにおいて比較例2−1〜2−3よりも低いことが分かる。また、実施例2−1〜2−6のオゾン溶解効率は比較例2−1〜2−3よりも高い。
表3の結果から、同水流量において、実施例3−1〜3−6の給水圧はすべてにおいて比較例3−1〜3−3よりも低いことが分かる。また、実施例3−1〜3−6のオゾン溶解効率は比較例3−1〜3−3よりも高い。
表1〜表2の結果より、エジェクタを単独で使用するよりも、2並列配管を形成し、2個のエジェクタを使用してオゾン水を製造する方が、給水圧が低い。
さらに、Ps1(ゲージ圧)/Ps2(ゲージ圧)が0.28以上の条件下では、同水流量において、7〜19%以上の溶解効率向上が見られ、且つ給水圧が50%以上減少している。
表4から、オゾンが安定して自吸可能となる条件は吸込圧Ps1(ゲージ圧)がPs1≦−5kPaであった。
また、表5より吸込圧Ps1(ゲージ圧)がPs1≦−5kPaの条件を満たす最大線速度LV1maxはLV1max≧ 5.42m/secである。
From the results of Table 1, it can be seen that, at the same water flow rate, the water supply pressures of Examples 1-1 to 1-6 are all lower than those of Comparative Examples 1-1 to 1-3. The ozone dissolution efficiency decreased only when Ps1 (gauge pressure) / Ps2 (gauge pressure) = 0.11.
From the results of Table 2, it can be seen that, at the same water flow rate, the water supply pressures of Examples 2-1 to 2-6 are all lower than those of Comparative Examples 2-1 to 2-3. Moreover, the ozone dissolution efficiency of Examples 2-1 to 2-6 is higher than Comparative Examples 2-1 to 2-3.
From the results of Table 3, it can be seen that, at the same water flow rate, the water supply pressures of Examples 3-1 to 3-6 are all lower than those of Comparative Examples 3-1 to 3-3. Moreover, the ozone dissolution efficiency of Examples 3-1 to 3-6 is higher than Comparative Examples 3-1 to 3-3.
From the results of Tables 1 and 2, the water supply pressure is lower when two parallel pipes are formed and ozone water is produced using two ejectors than when the ejectors are used alone.
Furthermore, under conditions where Ps1 (gauge pressure) / Ps2 (gauge pressure) is 0.28 or more, dissolution efficiency is improved by 7 to 19% or more at the same water flow rate, and the feed water pressure is reduced by 50% or more. ing.
From Table 4, the condition under which ozone can be stably self-primed was that the suction pressure Ps1 (gauge pressure) was Ps1 ≦ −5 kPa.
Further, from Table 5, the maximum linear velocity LV1max satisfying the condition that the suction pressure Ps1 (gauge pressure) is Ps1 ≦ −5 kPa is LV1max ≧ 5.42 m / sec.

Figure 2013086011
Figure 2013086011

Figure 2013086011
Figure 2013086011

Figure 2013086011
Figure 2013086011

Figure 2013086011
Figure 2013086011

Figure 2013086011
Figure 2013086011

1…オゾン発生器
2…流体供給装置
3a…第一オゾン溶解装置
3b…第二オゾン溶解装置
4a…第一気液分離装置
4b…第二気液分離装置
5a…第一余剰オゾン
5b…第二余剰オゾン
6a…第一オゾン水
6b…第二オゾン水
7a…第一流量調節弁
7b…第二流量調節弁
8a…第一背圧調節弁
8b…第二背圧調節弁
9…廃オゾン処理装置
10…エジェクタ
11…本体
12…ノズル部材
13…第一入口流路
14…第二入口流路
15…出口流路
16…受容部
17…縮径部
18…スロート部
19…拡径部
20…円環状溝部
21…雌ネジ部
22…円柱部
23…突出部
24…雄ネジ部
25…吐出口
26…テーパ部
27…連通流路
28…環状流路
29…第一入口開口部
30…第二入口開口部
31…出口開口部
32…底面
33…端面
101…オゾン発生手段
102…オゾン溶解手段
103…気液分離手段
104…廃オゾン処理手段
201…オゾン水製造装置
202…余剰オゾン分離装置
203…給水口
205…オゾン水タンク
214a,214b…並列配管部
216…エジェクタ
223…オゾン発生器
224…オゾン帰還パイプ
228…オゾン分解装置
301…オゾン発生手段
301a…他のオゾン発生手段
302…オゾン溶解手段
302a…他のオゾン溶解手段
302b…第3 のオゾン溶解手段
303…原水供給装置
303a…他の原水供給装置
304…水系統
304a…他の水系統
305…オゾン利用設備
305a…他のオゾン利用設備
306…排ガス処理装置
307…気液分離手段
329…循環ポンプ
329a…他の循環ポンプ
f…配管
DESCRIPTION OF SYMBOLS 1 ... Ozone generator 2 ... Fluid supply apparatus 3a ... First ozone dissolution apparatus 3b ... Second ozone dissolution apparatus 4a ... First gas-liquid separation apparatus 4b ... Second gas-liquid separation apparatus 5a ... First surplus ozone 5b ... First 2 surplus ozone 6a ... 1st ozone water 6b ... 2nd ozone water 7a ... 1st flow control valve 7b ... 2nd flow control valve 8a ... 1st back pressure control valve 8b ... 2nd back pressure control valve 9 ... Waste ozone Processing device 10 ... Ejector 11 ... Main body 12 ... Nozzle member 13 ... First inlet channel 14 ... Second inlet channel 15 ... Outlet channel 16 ... Receiving portion 17 ... Reduced diameter portion 18 ... Throat portion 19 ... Expanded diameter portion 20 ... annular groove part 21 ... female thread part 22 ... cylindrical part 23 ... projection part 24 ... male screw part 25 ... discharge port 26 ... taper part 27 ... communication channel 28 ... annular channel 29 ... first inlet opening 30 ... first Two inlet openings 31 ... outlet opening 32 ... bottom face 33 ... end DESCRIPTION OF SYMBOLS 101 ... Ozone generation means 102 ... Ozone dissolution means 103 ... Gas-liquid separation means 104 ... Waste ozone treatment means 201 ... Ozone water production apparatus 202 ... Excess ozone separation apparatus 203 ... Water supply port 205 ... Ozone water tank 214a, 214b ... Parallel piping part 216 ... Ejector 223 ... Ozone generator 224 ... Ozone return pipe 228 ... Ozone decomposition device 301 ... Ozone generator 301a ... Other ozone generator 302 ... Ozone dissolver 302a ... Other ozone dissolver 302b ... Third ozone dissolver 303 ... Raw water supply device 303a ... Other raw water supply device 304 ... Water system 304a ... Other water system 305 ... Ozone use equipment 305a ... Other ozone use equipment 306 ... Exhaust gas treatment device 307 ... Gas-liquid separation means 329 ... Circulation pump 329a ... Other circulation pumps f ... Piping

Claims (11)

オゾン発生手段と、流体を供給する手段と、該供給される流体にオゾンを溶解させるオゾン溶解手段と、該オゾン溶解手段で溶けきれなかったオゾンを分離する気液分離手段を有するオゾン水製造方法において、
前記オゾン溶解手段と前記気液分離手段が同一ライン上でひとつのユニットを構成し、少なくとも2つの該ユニットが、前記流体を供給する手段から並列に分岐した各ライン上にそれぞれ配置され、一方のユニットの該気液分離手段で分離されたオゾンが他方のユニットのオゾン溶解手段に移送されることを特徴とするオゾン水製造方法。
An ozone water production method comprising ozone generating means, means for supplying fluid, ozone dissolving means for dissolving ozone in the supplied fluid, and gas-liquid separation means for separating ozone that could not be dissolved by the ozone dissolving means In
The ozone dissolving means and the gas-liquid separating means constitute one unit on the same line, and at least two of the units are respectively arranged on each line branched in parallel from the fluid supplying means, A method for producing ozone water, wherein the ozone separated by the gas-liquid separation means of a unit is transferred to the ozone dissolving means of the other unit.
前記各ユニットのオゾン溶解手段を第一オゾン溶解手段、第二オゾン溶解手段とし、該第一オゾン溶解手段の吸込圧力(負圧)と該第二オゾン溶解手段の吸込圧(負圧)の比が、以下の関係式を満たすことを特徴とする請求項1に記載のオゾン水製造方法。
A/B≧0.28 (1)
A:第一オゾン溶解手段の吸込圧力(ゲージ圧)
B:第二オゾン溶解手段の吸込圧力(ゲージ圧)
The ozone dissolving means of each unit is a first ozone dissolving means and a second ozone dissolving means, and the ratio of the suction pressure (negative pressure) of the first ozone dissolving means to the suction pressure (negative pressure) of the second ozone dissolving means Satisfy | fills the following relational expressions, The ozone water manufacturing method of Claim 1 characterized by the above-mentioned.
A / B ≧ 0.28 (1)
A: Suction pressure (gauge pressure) of the first ozone dissolution means
B: Suction pressure (gauge pressure) of the second ozone dissolving means
前記第一オゾン溶解手段の吸込圧力(ゲージ圧)が−5kPa以下であることを特徴とする請求項2に記載のオゾン水製造方法。   The method for producing ozone water according to claim 2, wherein the suction pressure (gauge pressure) of the first ozone dissolving means is -5 kPa or less. 前記第一オゾン溶解手段を通過する流体の最大線速度が5.42m/sec以上、かつ、流体の通過する方向を軸とする軸に対する最大断面積と最小断面積比が、以下の関係式を満たすことを特徴とする請求項1乃至3に記載のオゾン水製造方法。
C/D≧2.2 (2)
C: 断面積の最大値
D: 断面積の最小値
The maximum linear velocity of the fluid passing through the first ozone dissolving means is 5.42 m / sec or more, and the maximum cross-sectional area and the minimum cross-sectional area ratio with respect to an axis whose axis is the direction in which the fluid passes are expressed by the following relational expression: The ozone water production method according to claim 1, wherein the ozone water production method is satisfied.
C / D ≧ 2.2 (2)
C: Maximum cross-sectional area D: Minimum cross-sectional area
オゾン発生器と、流体供給装置と、該供給装置により供給される流体にオゾンを溶解させるオゾン溶解装置と、該オゾン溶解装置で溶けきれなかったオゾンを分離する気液分離装置を有するオゾン水製造装置において、
少なくとも第一オゾン溶解装置と該第一オゾン溶解装置と同一ライン上に配置された第一気液分離装置を具備する第一ユニットと、第二オゾン溶解装置と該第二オゾン溶解装置と同一ライン上に配置された第二気液分離装置を具備する第二ユニットとを備え、前記第一オゾン溶解装置と前記第二オゾン溶解装置の上流側に、第一流量調節弁と第二流量調節弁がそれぞれ配置され、前記第一気液分離装置と前記第二気液分離装置の下流側に気液分離後のオゾン水の背圧を調整する第一背圧調節弁と第二背圧調節弁がそれぞれ配置され、前記流体供給装置から流体が供給されるラインから並列に分岐した各ライン上に、該第一ユニットと該第二ユニットが配置され、前記第一気液分離装置が前記第二オゾン溶解装置と連結されていることを特徴とするオゾン水製造装置。
Ozone water production comprising an ozone generator, a fluid supply device, an ozone dissolution device for dissolving ozone in a fluid supplied by the supply device, and a gas-liquid separation device for separating ozone that could not be dissolved by the ozone dissolution device In the device
A first unit comprising at least a first ozone-dissolving device and a first gas-liquid separation device disposed on the same line as the first ozone-dissolving device, a second ozone-dissolving device, and the same line as the second ozone-dissolving device A second unit comprising a second gas-liquid separator disposed above, and a first flow control valve and a second flow control valve upstream of the first ozone dissolving device and the second ozone dissolving device. Are arranged, and a first back pressure control valve and a second back pressure control valve for adjusting the back pressure of ozone water after gas-liquid separation downstream of the first gas-liquid separator and the second gas-liquid separator Are arranged, and the first unit and the second unit are arranged on each line branched in parallel from a line to which a fluid is supplied from the fluid supply device, and the first gas-liquid separation device is the second Characterized by being connected to an ozone dissolver That ozone water production apparatus.
前記第一オゾン溶解装置の吸込圧力(負圧)と、前記第二オゾン溶解装置の吸込圧力(負圧)の比が、以下の関係式を満たすことを特徴とする請求項5に記載のオゾン水製造装置。
A/B≧0.28 (1)
A:第一オゾン溶解装置の吸込圧力(ゲージ圧)
B:第二オゾン溶解装置の吸込圧力(ゲージ圧)
6. The ozone according to claim 5, wherein the ratio of the suction pressure (negative pressure) of the first ozone dissolving device and the suction pressure (negative pressure) of the second ozone dissolving device satisfies the following relational expression. Water production equipment.
A / B ≧ 0.28 (1)
A: Suction pressure (gauge pressure) of the first ozone dissolving device
B: Suction pressure (gauge pressure) of the second ozone dissolving device
前記第一オゾン溶解装置の吸込圧力(ゲージ圧)が−5kPa以下であることを特徴とする請求項6に記載のオゾン水製造装置。   The ozone water production apparatus according to claim 6, wherein a suction pressure (gauge pressure) of the first ozone dissolving apparatus is -5 kPa or less. 前記第一オゾン溶解装置を通過する流体の最大線速度が5.42m/sec以上、かつ、流体の通過する方向を軸とする軸に対する最大断面積と最小断面積比が、以下の関係式を満たすことを特徴とする請求項5乃至7に記載のオゾン水製造装置。
C/D≧2.2 (2)
C: 断面積の最大値
D: 断面積の最小値
The maximum linear velocity of the fluid passing through the first ozone dissolving device is not less than 5.42 m / sec, and the maximum cross-sectional area and the minimum cross-sectional area ratio with respect to an axis whose axis is the direction in which the fluid passes are expressed by the following relational expression: The ozone water production apparatus according to claim 5, wherein the ozone water production apparatus is satisfied.
C / D ≧ 2.2 (2)
C: Maximum cross-sectional area D: Minimum cross-sectional area
前記オゾン溶解装置が、エジェクタまたはアスピレータであることを特徴とする請求項5乃至8に記載のオゾン水製造装置。   The ozone water producing apparatus according to claim 5, wherein the ozone dissolving apparatus is an ejector or an aspirator. 前記エジェクタが、縮径部、スロート部、拡径部が連続して形成されていることを特徴とする請求項9に記載のオゾン水製造装置。   The ozone water producing apparatus according to claim 9, wherein the ejector has a reduced diameter portion, a throat portion, and an enlarged diameter portion formed continuously. 前記エジェクタが第一入口部と、長手方向に延設された第一通路部とを有し、前記第一入口部から第一通路部にかけて第一入口流路を形成する第一流路形成手段と、
第二入口部と、前記第一通路部の周囲を包囲するテーパ面に沿って延設された第二通路部とを有し、前記第二入口部から前記第二通路部にかけて第二入口流路を形成する第二流路形成手段と、
細径部と、拡径部と、出口部とを有し、前記細径部から前記拡径部および前記出口部にかけて流路面積が拡大され、かつ、前記細径部の端部において前記第一入口流路および前記第二入口流路にそれぞれ連通する出口流路を形成する第三流路形成手段と、
前記第一入口流路および前記第二入口流路の少なくとも一方において旋回流を発生させる旋回流発生手段とを備えることを特徴とする請求項9に記載のオゾン水製造装置。
A first channel forming means for forming a first inlet channel from the first inlet to the first channel, the ejector having a first inlet and a first channel extending in the longitudinal direction; ,
A second inlet portion and a second passage portion extending along a tapered surface surrounding the first passage portion, and a second inlet flow from the second inlet portion to the second passage portion. Second flow path forming means for forming a path;
A narrow-diameter portion, an enlarged-diameter portion, and an outlet portion; a flow area is enlarged from the narrow-diameter portion to the enlarged-diameter portion and the outlet portion; A third channel forming means for forming an outlet channel communicating with the one inlet channel and the second inlet channel,
The apparatus for producing ozone water according to claim 9, further comprising a swirling flow generating means for generating a swirling flow in at least one of the first inlet channel and the second inlet channel.
JP2011227795A 2011-10-17 2011-10-17 Method for producing ozonated water and apparatus for producing ozonated water Pending JP2013086011A (en)

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