JPH02102790A - Apparatus for treating pool water with ozone - Google Patents
Apparatus for treating pool water with ozoneInfo
- Publication number
- JPH02102790A JPH02102790A JP63255359A JP25535988A JPH02102790A JP H02102790 A JPH02102790 A JP H02102790A JP 63255359 A JP63255359 A JP 63255359A JP 25535988 A JP25535988 A JP 25535988A JP H02102790 A JPH02102790 A JP H02102790A
- Authority
- JP
- Japan
- Prior art keywords
- ozone
- pool
- water
- pipe
- flow rate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 title claims abstract description 109
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 57
- 238000000354 decomposition reaction Methods 0.000 claims abstract description 23
- 238000006243 chemical reaction Methods 0.000 claims abstract description 16
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 15
- 238000007254 oxidation reaction Methods 0.000 abstract description 2
- 229910052799 carbon Inorganic materials 0.000 abstract 1
- 239000005416 organic matter Substances 0.000 description 7
- 238000005273 aeration Methods 0.000 description 5
- 241000894006 Bacteria Species 0.000 description 3
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 3
- 239000000460 chlorine Substances 0.000 description 3
- 229910052801 chlorine Inorganic materials 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 230000001590 oxidative effect Effects 0.000 description 2
- 230000001954 sterilising effect Effects 0.000 description 2
- 239000003054 catalyst Substances 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 150000002926 oxygen Chemical class 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 230000009182 swimming Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Landscapes
- Filtration Of Liquid (AREA)
- Water Treatment By Sorption (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
Description
【発明の詳細な説明】
r産業上の利用分野1
本発明はプール用水のオゾン処理装置に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION r Industrial Application Field 1 The present invention relates to an ozone treatment device for swimming pool water.
を従来の技術1
従来、プール用水をオゾンと接触させて殺菌・有機物の
分解等の処理を行なう装置として、第2図に示したごと
き装置が提案されている。BACKGROUND ART Conventionally, an apparatus as shown in FIG. 2 has been proposed as an apparatus for sterilizing pool water, decomposing organic matter, etc. by bringing it into contact with ozone.
すなわち、この従来装置はプール1の取水口1aと該プ
ール1の外に配したフィルター槽2の流入口2aとを取
水管R1で連結し、該取水管R1の途中には循環ポンプ
3を介在せしめる。そして、フィルター槽2の吐出し口
2bに一端を連絡した導管R3の他端はオゾン曝気禮1
0の流入口10aに連結する。That is, in this conventional device, a water intake port 1a of a pool 1 and an inlet port 2a of a filter tank 2 arranged outside the pool 1 are connected by a water intake pipe R1, and a circulation pump 3 is interposed in the middle of the water intake pipe R1. urge One end of the conduit R3 connected to the discharge port 2b of the filter tank 2 is connected to the other end of the conduit R3.
0 inlet 10a.
上記オゾン曝気槽10は、槽内に所定量の循環水を滞留
せしめるよう構成され、底部にはオゾナイザ−4から供
送されるオゾンを散気する散気板11を収納して、該散
気板1!より散気したオゾンは槽内に滞留する循環水中
を気泡となって通過して循環水とオゾンとが接触するよ
うになしである。なお、循環水と接触した排オゾンはオ
ゾン曝気槽10の上部に配した排気口10cよりオゾン
分解室12を通って大気中に排気されるようになってい
る。The ozone aeration tank 10 is configured to retain a predetermined amount of circulating water in the tank, and houses an aeration plate 11 at the bottom for aerating the ozone supplied from the ozonizer 4. Board 1! The more diffused ozone passes through the circulating water remaining in the tank in the form of bubbles, so that the circulating water and ozone come into contact with each other. Note that the exhaust ozone that has come into contact with the circulating water is exhausted into the atmosphere through the ozone decomposition chamber 12 from an exhaust port 10c arranged at the upper part of the ozone aeration tank 10.
また、上記オゾン曝気槽10の流出口tabは、オゾン
分解$1113の流入013aに導管R4で連結される
。このオゾン分解槽13内には活性炭Cが充填され、オ
ゾン曝気槽10でオゾンと接触しオゾンを溶解した循環
水は該活性fACと接触して溶解オゾンを分解する。Further, the outlet tab of the ozone aeration tank 10 is connected to the inflow 013a of the ozone decomposition $1113 through a conduit R4. The ozone decomposition tank 13 is filled with activated carbon C, and the circulating water that has come into contact with ozone and dissolved the ozone in the ozone aeration tank 10 comes into contact with the activated fAC and decomposes the dissolved ozone.
さらに、上記オゾン分解槽13の流出口13bには循環
路管R2の一端が連結され、この循環路管R2の他端は
プール1の循環水注入口1bに連結されてなる。なお、
この循環路管R2の途中には必要に応じてヒータ装置7
や塩素注入装置8が連結されるものである。Furthermore, one end of the circulation pipe R2 is connected to the outlet 13b of the ozone decomposition tank 13, and the other end of this circulation pipe R2 is connected to the circulating water inlet 1b of the pool 1. In addition,
A heater device 7 is provided in the middle of this circulation pipe R2 as necessary.
and chlorine injection device 8 are connected.
r従来の技術J
しかし、上記従来の装置は循環水は満足に殺菌できるが
、常時運転を継続したとしてもプール1の壁面にスライ
ムと称する細菌と有機物及び細菌が分解した無機物との
層が付着することは防止できないという欠点を有するこ
とが知られている。rPrior art J However, although the above-mentioned conventional device can satisfactorily sterilize circulating water, even if it continues to operate constantly, a layer of bacteria called slime, organic matter, and inorganic matter decomposed by bacteria adheres to the wall of the pool 1. It is known that this has the disadvantage that it cannot be prevented.
r目的1
そこで本発明は上記欠点に鑑み、循環水のみならず、適
時プール中に滞留する滞留水までをも殺菌してプール壁
面へのスライムの付着を防止できるプール用水のオゾン
処理装置を提供することを目的としたものである。Purpose 1 In view of the above drawbacks, the present invention provides an ozone treatment device for pool water that can sterilize not only circulating water but also stagnant water that remains in the pool at appropriate times to prevent slime from adhering to the pool wall surface. It is intended to.
r問題点を解決するための手段1
上記の目的に沿い、先述特許請求の範囲を要旨とする本
発明の構成は前述問題点を解決するために、プール1の
取水口1aと該プール1の外に配したフィルター槽2の
流入口2aとを取水管R1で連結し、
上記取水管R1の途中には循環ポンプ3を介在せしめる
とともに、途中に流量調整具9を介した第一オゾン供送
管4aを連結し、
上記フィルター槽2の吐出し口2bとプール1の循環水
注入口1bとを循環路管R2で連結し、この循環路管R
2の途中には活性炭Cを充填したオゾン反応兼オゾン分
解槽5を介在せしめて、さらに、上記オゾン反応兼オゾ
ン分解槽5より下流側の循環路管R2には、途中に流量
調整具9を介した第二オゾン供送管4bを連結してなる
技術的手段を講じたものである。Means for Solving Problems 1 In accordance with the above-mentioned object, the configuration of the present invention, the gist of which is defined in the above-mentioned claims, is to solve the above-mentioned problems by connecting the water intake port 1a of the pool 1 and the It is connected to the inlet 2a of the filter tank 2 arranged outside by an intake pipe R1, and a circulation pump 3 is interposed in the middle of the intake pipe R1, and a first ozone is supplied via a flow rate regulator 9 in the middle. The discharge port 2b of the filter tank 2 and the circulating water inlet 1b of the pool 1 are connected by a circulation pipe R2, and this circulation pipe R
2, an ozone reaction/ozone decomposition tank 5 filled with activated carbon C is interposed, and a flow rate regulator 9 is provided in the circulation pipe R2 on the downstream side of the ozone reaction/ozone decomposition tank 5. This is a technical measure in which the second ozone supply pipe 4b is connected through the second ozone supply pipe 4b.
「作用1
それ紋末発明プール用水のオゾン処理装置は、プール使
用中は、流量調整具9の調整により主として第一オゾン
供送管4aよりオゾンを循環水中に混入して、第二オゾ
ン供送管4bよりのオゾン混入は停止するかその量を低
減せしめておく、すなわち、使用中のプール用水に高濃
度のオゾンが混入することはあまり望ましくなく、従来
の研究結果ではオゾン反応兼オゾン分解4!5より吐出
される還流2中のオゾン濃度は0.01ppm以下とな
すことが望ましいとされている。したがって、この状態
での運転ではプール用水は循環ポンプ3により取水管R
1とフィルター412とを経てオゾン反応兼オゾン分解
槽5へ供送されるが、この際に第一オゾン供送管4aよ
り混入したオゾンは循環水と接触し、オゾン反応兼オゾ
ン分解槽5内で該循環水を殺菌し、混入する有機物を酸
化分解する。この、殺菌及び有機物の分解はオゾンの酸
化力によるものであるが、オゾンが分解して発生する発
生期の酸素が酸化の多くを担っているともされている。``Effect 1'' During the use of the pool, the ozone treatment device for pool water according to the invention mixes ozone into the circulating water mainly from the first ozone supply pipe 4a by adjusting the flow rate regulator 9, and supplies the second ozone. Ozone mixing from pipe 4b should be stopped or its amount should be reduced.In other words, it is not very desirable for high concentrations of ozone to mix into the pool water being used, and previous research results show that ozone reaction and ozone decomposition 4 It is said that it is desirable that the ozone concentration in the reflux 2 discharged from the !
1 and the filter 412 to the ozone reaction/ozone decomposition tank 5. At this time, the ozone mixed in from the first ozone supply pipe 4a comes into contact with the circulating water and is sent to the ozone reaction/ozone decomposition tank 5. The circulating water is sterilized and mixed organic matter is oxidized and decomposed. This sterilization and decomposition of organic matter is due to the oxidizing power of ozone, but it is also said that the nascent oxygen generated by ozone decomposition is responsible for much of the oxidation.
そして、このオゾン反応兼オゾン分解槽5より吐出した
循環水は殺菌と有機物の分解と溶解オゾンの分解とがな
され清水となって循環路管R2を通ってプール1に還流
される。The circulating water discharged from this ozone reaction/ozone decomposition tank 5 is sterilized, organic matter decomposed, and dissolved ozone decomposed to become fresh water and returned to the pool 1 through the circulation pipe R2.
また、夜間等のプール休止時には、流量調整具9の調整
により主として第二オゾン供送管4bよりオゾンを循環
水中に混入して、第一オゾン供送管4aよりのオゾン混
入は停止するかその量を低減せしめる。すると循環路管
R2内を還流中の還流水乃至はプール1内に滞留するプ
ール用水のオゾン濃度が高まりプール壁面にスライムが
付着するのを防止する作用を呈するものであ゛る。In addition, when the pool is closed at night, etc., ozone is mainly mixed into the circulating water from the second ozone supply pipe 4b by adjusting the flow rate regulator 9, and ozone mixing from the first ozone supply pipe 4a is stopped or stopped. Reduce the amount. Then, the ozone concentration of the return water flowing back through the circulation pipe R2 or the pool water remaining in the pool 1 increases, and this serves to prevent slime from adhering to the pool wall surface.
r実施例j
次に、本発明の実施例を添付図面に従って説明すれば以
下の通りである。Embodiment j Next, an embodiment of the present invention will be described below with reference to the accompanying drawings.
図中、1はプール、2は該プールlの外に配したフィル
ター槽で、これらは従来公知なものが利用できる。そし
て、該プール1の取水口1aと該プール1の外に配した
フィルター槽2の流入口2aとを取水管R1で連結する
のも従来と同じである。In the figure, 1 is a pool, and 2 is a filter tank placed outside the pool 1. Conventionally known filters can be used as these. The water intake port 1a of the pool 1 and the inlet port 2a of the filter tank 2 arranged outside the pool 1 are connected by a water intake pipe R1 as in the conventional case.
そして、本発明は上記取水管R1の途中には循環ポンプ
3を介在せしめるとともに、途中に流量調整具9を介し
た第一オゾン供送管4aを連結しである。この第一オゾ
ン供送管4aは一端を従来公知なオゾナイザ−4の吐出
し口に連結し他端部を直接取水管R1に連結するか、先
端に取水管R1内に配した、図示しない、ノズルまたは
散気板を連結してなるものでオゾンを取水管R1内を流
れる循環水中に気泡とし混入するようになしである。そ
してこのオゾンは微細な気泡として循環水に混入するこ
とが望ましく、そのためには小径なノズルや散気板を使
用することが有利である。なお、上記第一オゾン供送管
4aの連結位置は取水管R1の適宜位置でよいが、循環
ポンプ3の入口側となすと該循環ポンプ3が攪拌機とし
て作用しオゾン気泡を攪拌微細化できて望ましいが、し
かし循環ポンプ3よりあまりに上清側であると、微細な
気泡として混入したオゾンが集合して大きな気泡となっ
て循環ポンプ3に流入し、ポンプ3の移送機能に支障を
生ずることもあるため、循環ポンプ3のケーシング内を
含め該循環ポンプ3直上流部位とすることがより望まし
い、なお、第1図に破線で示すごとくこの第−オゾン供
送管4aは該循環ポンプ3より下漬側に連結しも無論差
し支えはない。In the present invention, a circulation pump 3 is interposed in the middle of the water intake pipe R1, and a first ozone supply pipe 4a is connected to the water intake pipe R1 via a flow rate regulator 9 in the middle. This first ozone supply pipe 4a has one end connected to the discharge port of a conventionally known ozonizer 4 and the other end directly connected to the water intake pipe R1, or has its tip disposed inside the water intake pipe R1, not shown. It is formed by connecting nozzles or air diffusers, and is designed to prevent ozone from being mixed into the circulating water flowing through the water intake pipe R1 as air bubbles. It is desirable that this ozone be mixed into the circulating water as fine bubbles, and for this purpose it is advantageous to use small-diameter nozzles and air diffusers. The connection position of the first ozone supply pipe 4a may be any suitable position of the water intake pipe R1, but if it is connected to the inlet side of the circulation pump 3, the circulation pump 3 acts as a stirrer and can stir and atomize ozone bubbles. This is desirable, but if it is too close to the supernatant side of the circulation pump 3, the ozone that has been mixed in as fine bubbles will gather and form large bubbles that will flow into the circulation pump 3, which may impede the transfer function of the pump 3. Therefore, it is more desirable to place the ozone supply pipe 4a immediately upstream of the circulation pump 3, including the inside of the casing of the circulation pump 3.As shown by the broken line in FIG. Of course, there is no problem in connecting it to the pickled side.
そして、上記フィルター槽2の吐出し口2bとプール1
の循環水注入口1bとを循環路管R2で連結し、この循
環路管R2の途中には活性炭Cを充填したオゾン反応兼
オゾン分解槽5を介在せしめである。この活性炭Cは、
吸着能を有してフィルター槽2で捕集されなかった細菌
等を含む微細な有機物は該活性炭に吸着される。*た、
活性炭Cはオゾンが接触すると触媒として該オゾンを分
解する機能をも有することが知られており、オゾンが分
解して発生した発生期の酸素は強い酸化力を有し、この
酸素は該活性炭Cに吸着した有機物を酸化分解するもの
である。Then, the discharge port 2b of the filter tank 2 and the pool 1
is connected to the circulating water inlet 1b by a circulating pipe R2, and an ozone reaction/ozone decomposition tank 5 filled with activated carbon C is interposed in the middle of the circulating pipe R2. This activated carbon C is
Fine organic matter, including bacteria, which has adsorption ability and is not collected by the filter tank 2, is adsorbed by the activated carbon. *Ta,
It is known that activated carbon C also has the function of decomposing ozone as a catalyst when it comes into contact with ozone, and the nascent oxygen generated by ozone decomposition has strong oxidizing power, and this oxygen It oxidizes and decomposes organic matter adsorbed on the water.
そしてさらに、上記オゾン反応兼オゾン分解槽5より下
流側の循環路管R2には、途中に流量調整具9を介した
第二オゾン供送管4bを連結してなる。この第二オゾン
供送管4bの流量調整具9は、図示例では第−オゾン供
送管4aの流量調整具9とともに夫々別個に流量を調整
できる流量調整バルブを使用しているが、図示例とはこ
となり、両流量調整具9.9を一つの三方切換え弄で構
成してオゾナイザ−4の吐出し口が第一オゾン供送−f
4aと第二オゾン供送管4bとの連通を切換えるように
なしてもよいものであり、さらに、これら流量調整具は
、適宜設定されたプログラムによって経時的に自動調整
されるようになしてもよいのは無論である。Furthermore, a second ozone supply pipe 4b is connected to the circulation pipe R2 on the downstream side of the ozone reaction/ozone decomposition tank 5 via a flow rate regulator 9 in the middle. In the illustrated example, the flow rate regulator 9 of the second ozone supply pipe 4b uses a flow rate control valve that can separately adjust the flow rate together with the flow rate regulator 9 of the second ozone supply pipe 4a. On the other hand, both flow rate regulators 9 and 9 are configured with one three-way switching mechanism so that the discharge port of the ozonizer 4 is connected to the first ozone supply f.
4a and the second ozone supply pipe 4b, and furthermore, these flow rate regulators may be automatically adjusted over time according to an appropriately set program. Of course it's good.
なお、図中、6はコンプレッサー 7はヒータ装置、8
は塩素注入装置を示すもので、このヒータ装置7と塩素
注入装置8とは必要に応じて循環路管R2の途中に配設
されるものである。また、Nl、N2はオゾン濃度計を
示すもので、オゾン濃度計N1は取水管R1に、オゾン
濃度計N2はオゾン反応兼オゾン分解115より下流側
の循環路管R2に配されてなり、オゾン濃度計N2の測
定値が所定値以下となったり、オゾン濃度計N1の測定
値との差が一定以上となると、フィルター槽2の目詰ま
りと判断して、フィルターの逆洗・交換の時期を表示し
たり、オゾナイザ−4の出力をあげるように制御するた
めの出力信号として、あるいは上記流量調整具9.9を
駆動するための制御18号として利用するものである。In addition, in the figure, 6 is a compressor, 7 is a heater device, and 8
1 shows a chlorine injection device, and the heater device 7 and chlorine injection device 8 are arranged in the middle of the circulation pipe R2 as necessary. Further, Nl and N2 indicate ozone concentration meters, and the ozone concentration meter N1 is placed in the water intake pipe R1, and the ozone concentration meter N2 is placed in the circulation pipe R2 downstream of the ozone reaction/ozone decomposition 115. When the measured value of the concentration meter N2 falls below a predetermined value or the difference with the measured value of the ozone concentration meter N1 exceeds a certain level, it is determined that the filter tank 2 is clogged and it is time to backwash or replace the filter. It is used as an output signal for displaying, controlling to increase the output of the ozonizer 4, or as a control number 18 for driving the flow rate regulator 9.9.
r発明の効果1
本発明は上記のごときであるので、流量調整具9により
プール使用時は循環水を主としてオゾン殺菌し、プール
への還流はオゾン反応兼オゾン分解(り5を経てオゾン
濃度を低くすることができ、プール使用休止はプールへ
の還流中のオゾン濃度を高めて、プール1の壁面にスラ
イムが併重するのを防止したプール用水のオゾン処理装
置を提供することができるものである。rEffect of the Invention 1 Since the present invention is as described above, the flow rate regulator 9 mainly sterilizes the circulating water with ozone when the pool is used, and the return water to the pool undergoes an ozone reaction and ozone decomposition (5) to reduce the ozone concentration. It is possible to provide a pool water ozone treatment device that increases the ozone concentration in the return flow to the pool when the pool is out of use and prevents slime from accumulating on the wall of the pool 1. be.
第1図は本発明プール用水のオゾン処理装置の一実施例
を示す正面図、第2図は従来例正面図である。
1〜プール 1a〜取水口 2〜フイルター槽
2a〜流入口 3〜循環ポンプ 4a−
第一オゾン供送管 4b〜第二オゾン供送管4b
5〜オゾン反応兼オゾン分解槽
R1〜取水管
R2〜循環路
管FIG. 1 is a front view showing an embodiment of the pool water ozone treatment apparatus of the present invention, and FIG. 2 is a front view of a conventional example. 1-Pool 1a-Water intake 2-Filter tank 2a-Inlet 3-Circulation pump 4a-
First ozone supply pipe 4b to second ozone supply pipe 4b
5 ~ Ozone reaction and ozone decomposition tank R1 ~ Water intake pipe R2 ~ Circulation pipe
Claims (1)
ター槽2の流入口2aとを取水管R1で連結し、 上記取水管R1の途中には循環ポンプ3を介在せしめる
とともに、途中に流量調整具9を介した第一オゾン供送
管4aを連結し、 上記フィルター槽2の吐出し口2bとプール1の循環水
注入口1bとを循環路管R2で連結し、この循環路管R
2の途中には活性炭Cを充填したオゾン反応兼オゾン分
解槽5を介在せしめ、さらに、上記オゾン反応兼オゾン
分解槽5より下流側の循環路管R2には、途中に流量調
整具9を介した第二オゾン供送管4bを連結してなるプ
ール用水のオゾン処理装置。[Scope of Claims] A water intake port 1a of a pool 1 and an inlet port 2a of a filter tank 2 arranged outside the pool 1 are connected by a water intake pipe R1, and a circulation pump 3 is interposed in the middle of the water intake pipe R1. At the same time, the first ozone supply pipe 4a is connected through the flow rate regulator 9 in the middle, and the discharge port 2b of the filter tank 2 and the circulating water inlet 1b of the pool 1 are connected by the circulation pipe R2. , this circulation pipe R
2, an ozone reaction/ozone decomposition tank 5 filled with activated carbon C is interposed, and a flow rate regulator 9 is interposed in the circulation pipe R2 on the downstream side of the ozone reaction/ozone decomposition tank 5. This ozone treatment device for pool water is formed by connecting a second ozone supply pipe 4b.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63255359A JPH02102790A (en) | 1988-10-11 | 1988-10-11 | Apparatus for treating pool water with ozone |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63255359A JPH02102790A (en) | 1988-10-11 | 1988-10-11 | Apparatus for treating pool water with ozone |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02102790A true JPH02102790A (en) | 1990-04-16 |
| JPH0327280B2 JPH0327280B2 (en) | 1991-04-15 |
Family
ID=17277683
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63255359A Granted JPH02102790A (en) | 1988-10-11 | 1988-10-11 | Apparatus for treating pool water with ozone |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02102790A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04110192U (en) * | 1991-03-12 | 1992-09-24 | 東急車輛製造株式会社 | Ozone contact reaction tower |
| US6348113B1 (en) | 1998-11-25 | 2002-02-19 | Cabot Corporation | High purity tantalum, products containing the same, and methods of making the same |
| JP2007249902A (en) * | 2006-03-20 | 2007-09-27 | Fujitsu Ltd | Electronics |
-
1988
- 1988-10-11 JP JP63255359A patent/JPH02102790A/en active Granted
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04110192U (en) * | 1991-03-12 | 1992-09-24 | 東急車輛製造株式会社 | Ozone contact reaction tower |
| US6348113B1 (en) | 1998-11-25 | 2002-02-19 | Cabot Corporation | High purity tantalum, products containing the same, and methods of making the same |
| US6893513B2 (en) | 1998-11-25 | 2005-05-17 | Cabot Corporation | High purity tantalum, products containing the same, and methods of making the same |
| US7431782B2 (en) | 1998-11-25 | 2008-10-07 | Cabot Corporation | High purity tantalum, products containing the same, and methods of making the same |
| US7585380B2 (en) | 1998-11-25 | 2009-09-08 | Cabot Corporation | High purity tantalum, products containing the same, and methods of making the same |
| JP2007249902A (en) * | 2006-03-20 | 2007-09-27 | Fujitsu Ltd | Electronics |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0327280B2 (en) | 1991-04-15 |
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