JPH11128945A - Water purification apparatus - Google Patents

Water purification apparatus

Info

Publication number
JPH11128945A
JPH11128945A JP9292191A JP29219197A JPH11128945A JP H11128945 A JPH11128945 A JP H11128945A JP 9292191 A JP9292191 A JP 9292191A JP 29219197 A JP29219197 A JP 29219197A JP H11128945 A JPH11128945 A JP H11128945A
Authority
JP
Japan
Prior art keywords
flow rate
water
unit
coagulation
aggregating
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.)
Pending
Application number
JP9292191A
Other languages
Japanese (ja)
Inventor
Yu Kawai
祐 河合
Tomohide Matsumoto
朋秀 松本
Toru Hara
原  徹
Toshiaki Hirai
利明 平井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Panasonic Holdings Corp
Original Assignee
Matsushita Electric Industrial Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Matsushita Electric Industrial Co Ltd filed Critical Matsushita Electric Industrial Co Ltd
Priority to JP9292191A priority Critical patent/JPH11128945A/en
Publication of JPH11128945A publication Critical patent/JPH11128945A/en
Pending legal-status Critical Current

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  • Water Treatment By Electricity Or Magnetism (AREA)
  • Filtration Of Liquid (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent deterioration of pollutant removal capability regardless of the water quality and pollutant difference, prevent clogging of a filtration means, and form a flocculation membrane densely having fine pores by controlling the production amount of aluminum hydroxide in the optimum level. SOLUTION: Suspended matter is flocculated by a flocculating means 13 to enlarge the flocs of the suspended matter and make the flocs easy to be separated by filtration and a floc determination means 14 for determining the shapes and the state of the floc membrane formed in the upper layer part of a granular filter material 12a at the time of filtering the enlarged flocs (large pollutants) by a filtering means 12 is installed, so that an optimum floc membrane can be formed and a stable and high purification capability is obtained. In other words, electrolyzed substances optimum for flocculation and filtration can be formed in a controlled manner.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、業務用或いは家庭
用として水に含まれる懸濁物質を除去浄化する水浄化装
置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water purifying apparatus for removing and purifying suspended substances contained in water for business use or home use.

【0002】[0002]

【従来の技術】従来のこの種の水浄化装置としては、図
11に示すように、懸濁水に含まれる懸濁物質に対し、
電気分解によりアルミニウムを溶出し、懸濁物質同士を
架橋させて粒径を大きくし、その後濾過手段を用いて濾
過すると共に、水温制御手段で循環保温するものがある
(例えば、特開平8−117737号公報)。同図にお
いて、1は水槽2内の水を循環する循環ポンプ、3は循
環流路である。4はアルミニウムを電気分解しアルミニ
ウムイオンを溶出させることで水に含まれる懸濁物質を
凝集する凝集手段である。5は凝集させた懸濁物質を含
んだ水を濾過する濾過手段である。また6は水温制御を
行う水温制御手段であり、7は水のpHを6〜8に保つ
pH制御手段である。さらに8は水に含まれる細菌類の
殺菌を行う殺菌手段である。
2. Description of the Related Art As a conventional water purification apparatus of this type, as shown in FIG.
There is a method in which aluminum is eluted by electrolysis, the suspended substances are cross-linked to each other to increase the particle diameter, and then filtered using a filtering means and, at the same time, circulated and kept warm by a water temperature control means (for example, JP-A-8-117737). No.). In FIG. 1, reference numeral 1 denotes a circulation pump for circulating water in the water tank 2, and 3 denotes a circulation flow path. Reference numeral 4 denotes an aggregating means for electrolyzing aluminum and eluting aluminum ions to aggregate suspended substances contained in water. Reference numeral 5 denotes a filtering means for filtering water containing aggregated suspended matter. Reference numeral 6 denotes water temperature control means for controlling water temperature, and reference numeral 7 denotes pH control means for keeping the pH of water at 6 to 8. Further, reference numeral 8 denotes a sterilizing means for sterilizing bacteria contained in water.

【0003】この構成において、循環ポンプ1を動作さ
せると、浴槽2内の水が循環流路3内を循環する。この
とき循環する水のpHをpH調整手段7で調整しながら
凝集手段4を動作させてアルミニウムを電気分解し、ア
ルミニウムイオンを溶出する。アルミニウムイオンが溶
出されると水に含まれる懸濁物質が凝集され、凝集フロ
ックを形成する。さらに凝集フロックを含んだ水は濾過
手段5で濾過(清澄化)、殺菌手段8で殺菌、水温制御
手段6で加温されて浴槽1に戻されるように構成されて
いた。
In this configuration, when the circulation pump 1 is operated, the water in the bathtub 2 circulates in the circulation flow path 3. At this time, the aggregating means 4 is operated while adjusting the pH of the circulating water by the pH adjusting means 7 to electrolyze aluminum and elute aluminum ions. When the aluminum ions are eluted, suspended substances contained in the water are aggregated to form aggregated flocs. Further, the water containing the flocculated floc was configured to be filtered (clarified) by the filtration means 5, sterilized by the sterilization means 8, heated by the water temperature control means 6, and returned to the bathtub 1.

【0004】そして上記、水温制御手段6で循環する温
度を適正範囲に保ちながら、凝集手段4で水に含まれる
懸濁物質を凝集して、濾過手段5で濾過することで、濾
過(除濁)性能を保つようになっていた。
[0004] While maintaining the circulating temperature in the water temperature control means 6 in an appropriate range, the suspended substance contained in the water is aggregated by the aggregation means 4 and filtered by the filtration means 5 to filter (declare). ) Had to keep the performance.

【0005】[0005]

【発明が解決しようとする課題】上記従来の水浄化装置
では、浴水に含まれる懸濁物質を凝集して濾過すること
で比較的粒子径の大きい垢や金属石鹸等の汚れが主体で
ある場合は電気分解により溶解させるアルミニウムイオ
ンが少量でも比較的大きな粒子径の凝集フロックを形成
することができ、濾過手段で分離することができた。し
かし、水中に繁殖する1μm以下の微生物やコロイド等
の比較的粒子径が小さい汚れが主体の場合には初期に形
成される凝集フロックが小さく、濾過分離可能となる凝
集フロック粒子に成長させるためには多くのアルミニウ
ムイオンが必要であり、多くのアルミニウムイオンを溶
解させると水酸化アルミニウムが多量に生成され、生成
された水酸化アルミニウムにより早期に濾過手段が目詰
まりすることがあった。つまり、水に含まれる汚れの質
によりアルミニウムイオンの必要量が異なり、アルミニ
ウム溶解量を最適に制御し難いという課題があった。
In the above-mentioned conventional water purifier, the suspended matter contained in the bath water is mainly condensed and filtered to thereby mainly remove dirt such as grime and metal soap having a relatively large particle diameter. In this case, even if the amount of aluminum ions to be dissolved by electrolysis was small, a flocculated floc having a relatively large particle diameter could be formed, and the floc could be separated by the filtration means. However, in the case of mainly contaminants having relatively small particle diameters such as microorganisms and colloids of 1 μm or less that propagate in water, the flocculated floc formed at the beginning is small, and the flocculated floc can be separated by filtration. The method requires a large amount of aluminum ions, and when many aluminum ions are dissolved, a large amount of aluminum hydroxide is generated, and the generated aluminum hydroxide sometimes causes clogging of the filtration means at an early stage. In other words, the required amount of aluminum ions varies depending on the quality of dirt contained in water, and it is difficult to optimally control the amount of aluminum dissolved.

【0006】[0006]

【課題を解決するための手段】本発明は上記課題を解決
するため、水槽内の水を循環する循環回路と、循環回路
に設けられ水を循環する循環手段と、循環回路に設けら
れ水に含まれる懸濁物質を電気分解生成物質により凝集
させ凝集フロックを形成する凝集手段と、凝集手段で形
成した凝集フロックを内部に充填した粒状濾材で濾過す
る濾過手段と、濾過手段で捕捉した凝集フロックで形成
する凝集膜の形成状態を判定する凝集判定手段を設けた
ものである。
In order to solve the above-mentioned problems, the present invention provides a circulating circuit for circulating water in a water tank, a circulating means provided in the circulating circuit, and a circulating means for circulating water. An aggregating means for aggregating flocculent floc formed by agglomerating suspended substances contained therein by an electrolysis product, a filtering means for filtering the agglomerated floc formed by the aggregating means with a particulate filter material filled therein, and an agglomerated floc captured by the filtering means Is provided with an aggregation determining means for determining the state of formation of the aggregated film formed in step (1).

【0007】上記発明によれば、凝集手段で生成した電
気分解物質により水に含まれる垢や細菌等の懸濁物質を
凝集して大型化し、濾過手段で濾過分離する。この様に
濾過手段で懸濁物質が濾過分離されると、凝集した懸濁
物質により、濾過手段の上層部では、徐々に層が形成さ
れ、非常に緻密な細孔を有する凝集膜が形成される様に
なる。この時、凝集判定手段により凝集膜の形成状態を
監視しているため、最適な凝集膜を形成させることがで
きる。つまり、凝集に最適な電気分解物質の生成制御が
可能となる。
[0007] According to the above invention, suspended substances such as dirt and bacteria contained in water are aggregated by the electrolysis substance generated by the aggregation means to increase the size thereof, and are separated by filtration by the filtration means. As described above, when the suspended substance is separated by filtration by the filtration means, a layer is gradually formed in the upper part of the filtration means by the aggregated suspended substance, and an aggregated film having extremely dense pores is formed. It becomes like. At this time, since the state of formation of the aggregated film is monitored by the aggregation determining means, an optimal aggregated film can be formed. That is, it is possible to control the generation of the electrolysis substance optimal for the aggregation.

【0008】[0008]

【発明の実施の形態】本発明の請求項1に係る浴水浄化
装置は、水槽内の水を循環する循環回路と、循環回路に
設けられ水を循環する循環手段と、循環回路に設けられ
水に含まれる懸濁物質を電気分解生成物質により凝集さ
せ凝集フロックを形成する凝集手段と、凝集手段で形成
した凝集フロックを内部に充填した粒状濾材で濾過する
濾過手段と、濾過手段で捕捉した凝集フロックで形成す
る凝集膜の形成状態を判定する凝集判定手段を有するも
のである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A bath water purifying apparatus according to a first aspect of the present invention includes a circulation circuit for circulating water in a water tank, a circulation means provided in the circulation circuit, and a circulation means for circulating water. An aggregating means for aggregating a suspended substance contained in water with an electrolysis product to form an agglomerated floc, a filtering means for filtering the agglomerated floc formed by the aggregating means with a particulate filter material filled therein, and a filtering means The apparatus has an aggregation determining means for determining the state of formation of the aggregated film formed by the aggregated flocs.

【0009】そして、凝集手段で生成した電気分解物質
により、水に含まれる垢や細菌等の懸濁物質を電気的に
吸着することで凝集して大型化し、濾過手段で濾過分離
する。これに伴い濾過手段内部では、凝集して大型化し
た懸濁物質が濾過手段の上層部に、徐々に層状に堆積
し、緻密な細孔を有する凝集膜を形成する様になるが、
凝集判定手段により凝集膜の形成状態を監視しながら、
凝集手段を最適制御しているため、最適な凝集膜が形成
されると、凝集判定手段により凝集手段を自動的に停止
させる様になる。この様に最適な凝集膜が形成を検知す
ることで、懸濁物質を凝集して大型化しなくても電気的
に吸着力を有すると共に緻密な細孔を形成した凝集膜に
より高い濾過分離性能が維持され、比較的小さなの細菌
等(大きさ1μm程度)の汚れも除去する様になる。つ
まり、凝集判定手段で凝集膜の形成状態を監視しながら
凝集手段を制御することで、水質、濁質等に応じて最適
な電気分解物質の生成制御が可能となる。
[0009] Then, suspended substances such as dirt and bacteria contained in the water are electrically adsorbed by the electrolysis substance generated by the aggregation means to aggregate and become large, and are separated by filtration by the filtration means. Along with this, inside the filtration means, the suspended substances that have aggregated and become larger are gradually deposited in layers on the upper part of the filtration means, forming an aggregated film having dense pores,
While monitoring the state of formation of the aggregation film by the aggregation determination means,
Since the aggregating means is optimally controlled, the aggregating means automatically stops the aggregating means when an optimal agglomerated film is formed. By detecting the formation of an optimal coagulation membrane in this way, high filtration and separation performance can be achieved by the coagulation membrane, which has electrical adsorption power and dense pores, without aggregating and increasing the size of suspended substances. It is maintained and removes relatively small dirt such as bacteria (about 1 μm in size). In other words, by controlling the aggregating means while monitoring the state of formation of the agglomerated film by the agglutination determining means, it is possible to control the generation of the electrolyzed substance optimally according to the water quality, the turbidity and the like.

【0010】本発明の請求項2に係る水浄化装置は、凝
集判定手段に、濾過手段の流入側及び流出側の圧力を検
知する圧力検知部と、圧力検知部で検知した信号に基づ
き、圧力差を演算する圧力演算部と、圧力演算部で演算
した圧力差が第一の所定値(△P1)以上増加すれば凝集
手段を停止させ、第二の所定値(△P2、△P1<△P2)以
上増加すれば循環手段を停止させる判定部を有するもの
である。
According to a second aspect of the present invention, in the water purifying apparatus, the coagulation judging means includes a pressure detecting section for detecting pressures on an inflow side and an outflow side of the filtering means, and a pressure detecting section for detecting pressure based on a signal detected by the pressure detecting section. A pressure calculating unit for calculating the difference, and if the pressure difference calculated by the pressure calculating unit increases by more than a first predetermined value (1P1), the aggregating means is stopped and a second predetermined value (△ P2, △ P1 <△) P2) It has a judging unit that stops the circulating means if it increases more than the above.

【0011】そして、凝集手段で水に含まれる懸濁物質
を電気的に凝集して濾過手段で濾過分離すると、濾過手
段内部では、凝集した懸濁物質が粒状濾材上層部に堆積
し、この結果通水抵抗が上昇し、△P1だけ上昇すれば凝
集手段が停止される。この通水抵抗増加は電気分解物質
及び懸濁物質の堆積に起因する。ところが凝集手段動作
時においては、通水抵抗の増加は大部分が電気分解物質
の堆積によるものである。つまり、通水抵抗増加量(圧
力上昇量)を監視することで凝集膜形成状態を間接的に
知ることができるうえ、短時間で信号が取得でき、刻々
と変化する凝集膜の形成状態が簡便に監視できる。さら
に濾過運転に伴い通水抵抗が上昇し△P2だけ上昇すれば
循環手段が停止される。つまり△P2を異常検知値とする
ことにより浄化装置の安全性が向上する。
[0011] When the suspended substance contained in the water is electrically aggregated by the aggregating means and filtered and separated by the filtering means, the agglomerated suspended substance is deposited on the upper layer of the particulate filter medium inside the filtering means. When the water flow resistance rises and increases by ΔP1, the aggregating means is stopped. This increase in water flow resistance results from the deposition of electrolyzed and suspended materials. However, during the operation of the aggregating means, the increase in the water flow resistance is mostly due to the deposition of the electrolytic substance. In other words, the state of formation of the aggregated film can be indirectly known by monitoring the amount of increase in water flow resistance (the amount of increase in pressure), a signal can be obtained in a short time, and the state of formation of the aggregated film that changes every moment is simple. Can be monitored. Further, if the water flow resistance increases with the filtration operation and increases by ΔP2, the circulation means is stopped. That is, the safety of the purification device is improved by setting ΔP2 as the abnormality detection value.

【0012】本発明の請求項3に係る水浄化装置は、凝
集判定手段に濾過手段を通過する水の流量を検知する流
量検知部と、流量検知部で検知した信号に基づき、濾過
流量の変化量を演算する流量演算部と、流量演算部で演
算した流量変化量が所定値以上減少すれば凝集手段を停
止させると共に、循環流量が所定値以下になれば循環手
段をも停止させる判定部を有するものである。
According to a third aspect of the present invention, there is provided a water purification apparatus, wherein the coagulation judging means detects a flow rate of water passing through the filtering means, and the change in the filtration flow rate based on a signal detected by the flow detecting means. A flow rate calculation unit for calculating the amount, and a determination unit for stopping the aggregating unit when the flow rate change amount calculated by the flow rate calculation unit decreases by a predetermined value or more, and stopping the circulation unit when the circulating flow rate becomes a predetermined value or less. Have

【0013】そして、凝集手段で水に含まれる懸濁物質
を電気的に凝集して濾過手段で濾過分離すると、濾過手
段内部では、凝集した懸濁物質が粒状濾材上層部に堆積
する。この結果循環流量が低下し、△Q1だけ低下すれば
凝集手段が停止される。この流量低下は電気分解物質及
び懸濁物質の堆積に起因する。ところが凝集手段動作時
において流量低下の大部分が電気分解物質の堆積による
ものとなる。よって流量低下量を監視することで凝集膜
形成状態を間接的に知ることができる。また、濾過流量
を直接検知し、浄化性能を確保するために必要な流量Q
2以下になれば、循環手段を停止する。よって、浄化性
能が確保できない状態での運転を早期に見極められるこ
とになり例えば濾過手段の洗浄動作に移行する様制御が
可能となる。
[0013] When the suspended substance contained in the water is electrically aggregated by the aggregating means and filtered and separated by the filtering means, the agglomerated suspended substance is deposited on the upper layer of the particulate filter material inside the filtering means. As a result, the circulation flow rate decreases, and if the circulation flow rate decreases by ΔQ1, the aggregating means is stopped. This reduction in flow rate is due to the deposition of electrolyzed and suspended materials. However, most of the decrease in the flow rate during the operation of the aggregating means is caused by the deposition of the electrolyzed substance. Therefore, by monitoring the amount of decrease in the flow rate, the state of formation of the aggregated film can be indirectly known. In addition, the flow rate Q required to directly detect the filtration flow rate and secure purification performance
When the value becomes 2 or less, the circulation means is stopped. Therefore, the operation in a state where the purification performance cannot be ensured can be determined at an early stage, and for example, control can be performed so as to shift to the cleaning operation of the filtering means.

【0014】本発明の請求項4に係る水浄化装置は、凝
集判定手段に凝集手段及び濾過手段をバイパスするバイ
パス管と、バイパス管に設けられた流量検知部と、流量
検知部で検知した信号に基づき、流量変化量を演算する
流量演算部と、流量演算部で演算した流量変化量が所定
値以上増加すれば、凝集手段を停止させる判定部を有す
るものである。
According to a fourth aspect of the present invention, there is provided a water purification apparatus, wherein a bypass pipe for bypassing the aggregating means and the filtering means to the agglutination determining means, a flow detecting section provided in the bypass pipe, and a signal detected by the flow detecting section. And a determination unit for stopping the aggregating means when the flow rate change amount calculated by the flow rate calculation unit increases by a predetermined value or more.

【0015】そして、凝集手段で水に含まれる懸濁物質
を電気的に凝集して濾過手段で濾過分離すると、濾過手
段内部では、凝集した懸濁物質が粒状濾材上層部に堆積
する。この結果、濾過手段の通水抵抗が増加し、濾過手
段に並列に設けたバイパス管の通水量が増加する。この
通過流量の増加は電気分解物質及び懸濁物質の堆積によ
るが、その大部分が電気分解物質の生成に起因して起こ
る。よって通過流量を検出することにより凝集膜形成状
態が間接的に知ることができる。また懸濁物質により濾
過手段の目詰まりが起こったとしてもバイパス管に水が
流れることで循環流量が確保されるため、水槽底部への
懸濁物質の沈殿が防止でき見た目に悪印象を与えない。
When the suspended substance contained in the water is electrically aggregated by the aggregating means and filtered and separated by the filtering means, the agglomerated suspended substance is deposited on the upper layer of the particulate filter material inside the filtering means. As a result, the flow resistance of the filtering means increases, and the flow rate of the bypass pipe provided in parallel with the filtering means increases. This increase in flow rate is due to the deposition of electrolysates and suspended matter, but most of it is due to the formation of electrolysates. Therefore, the state of formation of the aggregated film can be indirectly known by detecting the passing flow rate. Also, even if the filtration means is clogged by the suspended matter, the water flows through the bypass pipe to ensure the circulation flow rate, so that the suspended matter can be prevented from settling at the bottom of the water tank, and does not give a bad impression visually. .

【0016】本発明の請求項5に係る水浄化装置は、凝
集判定手段の判定検出信号に基づき、凝集手段で生成す
る電気分解物質生成量を制御する電解制御部を有するも
のである。
A water purification apparatus according to a fifth aspect of the present invention has an electrolysis controller for controlling the amount of electrolyzed substance generated by the aggregating means based on the determination detection signal of the aggregating determining means.

【0017】そして、凝集判定手段の判定検出信号に基
づいて、凝集手段で生成する電気分解生成物質生成量が
リニアにフィードバック制御される。つまり水質によ
り、電気分解物質による凝集作用が若干異なり、凝集膜
が形成し難く長時間を要することになっても凝集手段の
電解電流を増大させることで(電気分解物質生成量はフ
ァラデーの法則に基づく)、所定時間で凝集膜を形成す
ることができる。これにより異なる水質でも凝集膜を安
定して生成することができる。
Then, based on the judgment detection signal of the aggregating means, the amount of the electrolysis product generated by the aggregating means is linearly feedback-controlled. In other words, depending on the water quality, the aggregating action of the electrolyzed substance is slightly different, and even if it takes a long time to form an agglomerated film, it is possible to increase the electrolytic current of the aggregating means (the amount of the electrolyzed substance generated depends on Faraday's law. Based), and an aggregated film can be formed in a predetermined time. As a result, an aggregated film can be stably formed even with different water qualities.

【0018】本発明の請求項6に係る水浄化装置は、凝
集判定手段の判定検出信号に基づき、循環回路内の水の
pHを調整するpH調整手段を有するものである。
The water purifying apparatus according to a sixth aspect of the present invention has a pH adjusting means for adjusting the pH of the water in the circulation circuit based on the judgment detection signal of the aggregation judging means.

【0019】そして、凝集判定手段で凝集膜の形成状態
が検出され、判定検出信号に基づいて、pH調整手段で
水槽を循環する水の水素イオン濃度(pH)が所定値に
自動調整される。この様にpHが調整されると凝集手段
で生成される電解生成物質が有する荷電中和力が大きく
なる(pH5〜6付近で表面電荷が最大)ため、水に含
まれるコロイド粒子(粒子径が微小であり単位体積当た
りの表面積が多く、表面電荷量が多い。このため表面電
荷を失うには多くの逆の電荷が必要となる)の表面電荷
が低減され易くなり、垢や細菌類と共に架橋されて大き
な凝集フロックとなり易く、凝集膜を形成し易くなる。
よって短時間で且つ高性能な濾過性能が確保できる。
Then, the state of formation of the coagulated film is detected by the coagulation judging means, and the hydrogen ion concentration (pH) of the water circulating in the water tank is automatically adjusted to a predetermined value by the pH adjusting means based on the judgment detection signal. When the pH is adjusted in this manner, the charge neutralizing power of the electrolysis substance generated by the aggregating means increases (the surface charge is maximum around pH 5 to 6), and therefore the colloidal particles (particle diameter included in water) Small, has a large surface area per unit volume, and a large amount of surface charge. Therefore, many opposite charges are required to lose the surface charge.) As a result, large aggregated flocs are easily formed, and an aggregated film is easily formed.
Therefore, high-performance filtration performance in a short time can be secured.

【0020】本発明の請求項7に係る水浄化装置は、凝
集判定手段の判定検出信号に基づき、凝集助剤を混入す
る凝集助剤添加手段を凝集手段の上流側に有するもので
ある。そして、凝集判定手段で凝集膜の形成状態が検出
され、判定検出信号に基づいて、凝集助剤添加手段で凝
集助剤が添加されると凝集助剤の添加量が自動的に演算
し添加される。この様に凝集助剤が添加されると、凝集
助剤の架橋作用(凝集助剤が双方の電気分解物質と吸着
し、両方に橋渡して結合力が強くなる効果)で効果的に
凝集フロックを形成する。よって、効果的に強固な凝集
膜を形成することができ、安定した浄化性能が得られる
こととなる。
The water purifying apparatus according to claim 7 of the present invention has a flocculation aid adding means for mixing the flocculation aid on the upstream side of the flocculation means based on the detection signal of the flocculation determination means. Then, the formation state of the aggregated film is detected by the aggregation determining means, and based on the determination detection signal, when the aggregation aid is added by the aggregation aid adding means, the addition amount of the aggregation aid is automatically calculated and added. You. When the coagulation aid is added in this way, the coagulation floc is effectively formed by the cross-linking action of the coagulation aid (the effect of the coagulation aid adsorbing to both electrolysis substances and bridging both to increase the bonding force). Form. Therefore, a strong aggregated film can be effectively formed, and stable purification performance can be obtained.

【0021】[0021]

【実施例】【Example】

(実施例1)以下、本発明の実施例について図面を用い
て説明する。図1は本発明の実施例1の水浄化装置の模
式構成図、図2は凝集判定手段及び電解制御部の動作を
示すフローチャート、図3はコロイド粒子の表面電荷
(ゼータ電位)と水槽濁度を表すグラフである。図1に
おいて、9は浴槽10内の水を循環する循環手段である
循環ポンプ、11は循環回路である。12は循環回路1
1に設けられた濾過手段であり、内部に充填された粒状
濾材12aと粒状濾材を支持する濾床12bを有してい
る。13は凝集手段であり、アルミニウムからなる陽電
極13a及び陰電極13b、電極間を通電する定電流電
源13c、定電流電源を制御する電解制御手段13dと
で構成されている。14は凝集判定手段であり、濾過手
段12の流入側の圧力を検知する第一の圧力検知部14
a及び流出側の圧力を検知する第二の圧力検知部14b
と、第一の圧力検知部14a及び第二の圧力検知部14
bの信号により圧力差を演算する圧力演算部14cと、
所定の圧力差が確保された場合は凝集手段13を停止す
る判定部を有している。15は浴槽10内の水温を所定
温度に保持する温度制御手段でありサーミスタ15a
と、ヒーター部15bを有する。
(Embodiment 1) Hereinafter, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a schematic configuration diagram of a water purification apparatus according to a first embodiment of the present invention, FIG. 2 is a flowchart illustrating operations of an aggregation determining unit and an electrolysis control unit, and FIG. 3 is a diagram showing surface charges (zeta potential) of colloid particles and turbidity of a water tank. It is a graph showing. In FIG. 1, reference numeral 9 denotes a circulation pump which is a circulation means for circulating water in a bathtub 10, and reference numeral 11 denotes a circulation circuit. 12 is a circulation circuit 1
The filter means is provided with a granular filter medium 12a filled therein and a filter bed 12b for supporting the granular filter medium. Reference numeral 13 denotes an aggregating means, which includes a positive electrode 13a and a negative electrode 13b made of aluminum, a constant current power supply 13c for supplying a current between the electrodes, and an electrolysis control means 13d for controlling the constant current power supply. Reference numeral 14 denotes a coagulation determination unit, and a first pressure detection unit 14 that detects a pressure on the inflow side of the filtration unit 12.
a and a second pressure detector 14b for detecting the pressure on the outflow side
And the first pressure detection unit 14a and the second pressure detection unit 14
a pressure calculator 14c for calculating a pressure difference based on the signal of b,
A determination unit is provided for stopping the aggregating means 13 when a predetermined pressure difference is secured. Reference numeral 15 denotes a temperature control means for maintaining the water temperature in the bathtub 10 at a predetermined temperature, and a thermistor 15a
And a heater section 15b.

【0022】次に濾過時の動作・作用を図1及び図2を
用いて説明する。循環ポンプ9を動作させると、浴槽1
0内の浴水が浴槽10から循環ポンプ9に循環回路を通
じて吸い込まれ、濾過手段12に送られる。この時、サ
ーミスタ15aで水温を検知し、設定温度以下の場合は
ヒーター部15bで加熱されている。
Next, the operation and action at the time of filtration will be described with reference to FIGS. When the circulation pump 9 is operated, the bathtub 1
The bath water in 0 is sucked from the bathtub 10 into the circulation pump 9 through the circulation circuit and sent to the filtration means 12. At this time, the water temperature is detected by the thermistor 15a, and when the temperature is lower than the set temperature, the water is heated by the heater unit 15b.

【0023】さらにこれと同時に、濾過手段12内では
定電流電源13cにより電圧が印可されたアルミニウム
を基板とする陽極13a及びステンレスを基板とする陰
極13b間に電流が流れ、陽極13aからアルミニウム
イオンが溶出する。アルミニウムイオンが溶出される
と、浴水と化学反応を生じて電気的にプラスに帯電した
水酸化アルミニウムが形成される。浴水には電気的にマ
イナスに帯電した垢や細菌などの懸濁物質が含まれてい
るが、水酸化アルミニウムが懸濁物質同士の結着媒体と
なり、電気的に吸着することで数μmの懸濁物質が数十
μmの凝集フロックに大型化する。形成された凝集フロ
ックは下流側に設けられた濾過手段15に充填された粒
状濾材15aで濾過分離(清澄化)され、濾床12bを
通過して浴槽10に戻される。
At the same time, in the filtering means 12, a current flows between an anode 13a having aluminum as a substrate and a cathode 13b having stainless steel as a substrate to which a voltage is applied by a constant current power supply 13c, and aluminum ions are emitted from the anode 13a. Elute. When the aluminum ions are eluted, a chemical reaction occurs with the bath water to form electrically positively charged aluminum hydroxide. The bath water contains suspended substances such as stains and bacteria that are electrically negatively charged, but aluminum hydroxide acts as a binding medium between the suspended substances, and is electrically absorbed to several μm. The suspended material is enlarged to flocculated flocs of several tens of μm. The formed flocculated floc is filtered and separated (clarified) by the particulate filter medium 15a filled in the filtering means 15 provided on the downstream side, and is returned to the bathtub 10 through the filter bed 12b.

【0024】またこの時、濾過手段12内部では、粒状
濾材15aの上層部では濾過分離した凝集フロックや凝
集フロックを形成しなかった水酸化アルミニウムが徐々
に堆積し、緻密な細孔を有する凝集膜(ケーク層)を形
成する。この凝集膜は時間経過と共に厚み及び結合力を
増し、徐々に濾過手段12の通水抵抗が上昇するように
なる。この状態は、濾過手段12の上流側及び下流側に
それぞれ設けられた第一の圧力検知部14a、第二の圧
力検知部14bで常時検知され、圧力演算部14cに圧
力検知信号が送られると共に、単位時間当たりの圧力上
昇率と、圧力上昇量が演算されている。この時、求めら
れた圧力上昇率が所定値に満たない時は電解制御手段1
3dにより電解電流値が増加され、圧力上昇率が所定値
を越える場合は電解電流値が減少するようにも制御され
ている。さらに電解電流値を増加した後、圧力上昇率に
改善が見られない場合はpH調整手段が動作し、pHが
弱酸性(5.5〜6.9)側に変化するようにしてい
る。次に求められた演算値である圧力上昇量が所定値に
満たないときは、再度上記したシーケンスを繰り返すよ
うになっており、第一の所定値(△P1)に達したとき
初めて判断部14dで凝集手段13が停止し、陽極13
aからのアルミニウム溶解が停止する様になる。また、
濾過運転動作中に圧力上昇量が第二の所定値(△P2)
になることが有れば循環ポンプ9が停止される。
At this time, inside the filtration means 12, the aggregated floc and the aluminum hydroxide which did not form the aggregated floc are gradually deposited in the upper layer of the particulate filter medium 15a, and the aggregated film having dense pores is deposited. (Cake layer). The thickness and the binding force of the aggregated film increase with time, and the water flow resistance of the filtration means 12 gradually increases. This state is always detected by the first pressure detection unit 14a and the second pressure detection unit 14b provided on the upstream side and the downstream side of the filtration unit 12, respectively, and a pressure detection signal is sent to the pressure calculation unit 14c. , The rate of pressure rise per unit time and the amount of pressure rise are calculated. At this time, when the obtained pressure rise rate is less than a predetermined value, the electrolysis control means 1
The electrolytic current value is increased by 3d, and if the pressure rise rate exceeds a predetermined value, the electrolytic current value is controlled to decrease. After the electrolytic current value is further increased, if there is no improvement in the pressure rise rate, the pH adjusting means operates to change the pH to a slightly acidic (5.5 to 6.9) side. When the calculated pressure increase amount, which is the next calculated value, is less than the predetermined value, the above-described sequence is repeated again. When the pressure increase amount reaches the first predetermined value (△ P1), the determination unit 14d is started. The aggregating means 13 stops and the anode 13
Dissolution of aluminum from a stops. Also,
During the filtration operation, the amount of pressure rise is the second predetermined value (△ P2)
Is reached, the circulation pump 9 is stopped.

【0025】以上の様に実施例1によれば以下の効果が
得られる。 (1)凝集判定手段13dを設けることにより、水質に
よらず、安定して緻密な細孔を有する凝集膜が濾過手段
12内に形成される。このため凝集手段13動作時は勿
論のこと、凝集手段13を停止した後でも効果的な濾過
性能が確保できる。
As described above, according to the first embodiment, the following effects can be obtained. (1) By providing the aggregating determination means 13d, an agglomerated membrane having fine and stable pores is formed in the filtering means 12 irrespective of the water quality. Therefore, effective filtration performance can be ensured not only during the operation of the aggregating means 13 but also after the aggregating means 13 is stopped.

【0026】(2)凝集手段13を電気分解方式とした
ので凝集を電気的に行うことが可能となり、凝集のメン
テナンスフリー化が実現できる。
(2) Since the aggregating means 13 is of the electrolysis type, the aggregation can be performed electrically, and maintenance-free aggregation can be realized.

【0027】(3)電極間への通電量を制御すること
で、簡単に凝集量を制御できる。 (4)陽電極にアルミニウムを用いたため高凝集効率が
確保できる。
(3) The amount of aggregation can be easily controlled by controlling the amount of current flowing between the electrodes. (4) High coagulation efficiency can be ensured because aluminum is used for the positive electrode.

【0028】(5)凝集手段13を濾過手段12内に一
体的に内設したため、装置の小型化が図れる。
(5) Since the aggregating means 13 is integrally provided in the filtering means 12, the size of the apparatus can be reduced.

【0029】(6)電解制御部13dを制御しても圧力
上昇率が改善されない場合は、pH調整手段16で循環
水のpHを弱酸性側に変化させることで凝集フロックを
形成しやすくし、除濁性能を確保すると共に、凝集膜を
形成しやすくすることができる。
(6) If the rate of pressure rise is not improved by controlling the electrolysis controller 13d, the pH of the circulating water is changed to a slightly acidic side by the pH adjusting means 16, so that flocculated flocs are easily formed. It is possible to ensure the turbidity and facilitate the formation of an aggregated film.

【0030】(7)凝集判定手段15を濾過手段の流入
側及び流出側の圧力差で監視するため、簡便で且つリニ
アに凝集膜の形成状態が監視できる。
(7) Since the aggregation determining means 15 is monitored based on the pressure difference between the inflow side and the outflow side of the filtration means, the formation state of the aggregation film can be monitored simply and linearly.

【0031】(実施例2)図4は本発明の実施例2の水
浄化装置の模式構成図、図5は凝集判定手段及び電解制
御部の動作を示すフローチャート、図6は凝集助剤含む
凝集フロックの拡大図である。図4において、17凝集
助剤添加手段であり、循環回路11に接続された供給管
17aと、凝集助剤が貯蔵された凝集助剤タンク9を有
している。その他は実施例1と同様であり詳細な説明を
省略する。
(Embodiment 2) FIG. 4 is a schematic structural view of a water purification apparatus according to Embodiment 2 of the present invention, FIG. 5 is a flowchart showing the operation of the coagulation determining means and the electrolysis controller, and FIG. It is an enlarged view of a flock. In FIG. 4, the means for adding a coagulation aid 17 includes a supply pipe 17a connected to the circulation circuit 11 and a coagulation aid tank 9 in which the coagulation aid is stored. Others are the same as the first embodiment, and a detailed description is omitted.

【0032】次に凝集手段動作時において凝集助剤添加
手段が稼動する際の動作について説明する。循環ポンプ
9及び凝集手段13が動作すると、濾過手段12内部の
粒状濾材15aの上層部では濾過分離した凝集フロック
や凝集フロックを形成しなかった水酸化アルミニウムが
徐々に堆積し、緻密な細孔を有する凝集膜(ケーク層)
を形成する。この凝集膜は時間経過と共に厚み及び結合
力を増し、徐々に濾過手段12の通水抵抗が上昇するよ
うになる。この状態は、濾過手段12の上流側及び下流
側にそれぞれ設けられた第一の圧力検知部14a、第二
の圧力検知部14bで常時検知され、圧力演算部14c
に圧力検知信号が送られると共に、単位時間当たりの圧
力上昇率と、圧力上昇量が演算されている。この時、求
められた圧力上昇率が所定値に満たない時は電解制御手
段13dにより、電解電流値が増加され、圧力上昇率が
所定値を越える場合は電解電流値が減少するようにも制
御されている。さらに電解電流値を増加した後、圧力上
昇率に改善が見られない場合は凝集助剤添加手段17が
動作し、凝集助剤タンク17bに貯蔵された凝集助剤が
供給管17aを介して循環回路11に送られ濾過手段1
2内に流れ込む。この様になれば、図6に示すようにマ
イナスに帯電している凝集助剤が、垢や細菌等の懸濁物
質と同様にプラスに帯電した水酸化アルミニウムと電気
的に吸着し大きな凝集フロックを形成するようになる。
さらに次に求められた演算値である圧力上昇量が所定値
に満たないときは、再度上記したシーケンスを繰り返す
ようになっており、所定値に達したとき初めて判断部1
4dで凝集手段13が停止し、陽極13aからのアルミ
ニウム溶解が停止する様になる。その他の動作・作用に
ついては実施例1と同様であり説明を省略する。
Next, the operation when the coagulation aid adding means operates during the operation of the coagulation means will be described. When the circulating pump 9 and the flocculating means 13 are operated, the flocculated floc and the aluminum hydroxide which has not formed the flocculated floc are gradually deposited on the upper layer of the particulate filter medium 15a inside the filtering means 12, and the fine pores are formed. Coagulated film (cake layer)
To form The thickness and the binding force of the aggregated film increase with time, and the water flow resistance of the filtration means 12 gradually increases. This state is constantly detected by the first pressure detecting unit 14a and the second pressure detecting unit 14b provided on the upstream side and the downstream side of the filtering unit 12, respectively.
, A pressure increase rate per unit time and a pressure increase amount are calculated. At this time, when the obtained pressure rise rate is less than the predetermined value, the electrolytic current value is increased by the electrolysis control means 13d, and when the pressure rise rate exceeds the predetermined value, the electrolytic current value is decreased. Have been. After the electrolytic current value is further increased, if the pressure rise rate does not improve, the coagulation aid adding means 17 operates, and the coagulation aid stored in the coagulation aid tank 17b is circulated through the supply pipe 17a. Filtering means 1 sent to circuit 11
Flow into 2. In this case, as shown in FIG. 6, the flocculating aid negatively charged is electrically adsorbed on the positively charged aluminum hydroxide as well as the suspended substances such as scales and bacteria, and the large flocculent floc. Is formed.
Further, when the pressure increase amount, which is the next calculated value, is less than the predetermined value, the above-described sequence is repeated again.
At 4d, the aggregation means 13 stops, and the dissolution of aluminum from the anode 13a stops. Other operations and functions are the same as those in the first embodiment, and a description thereof will be omitted.

【0033】以上の様に実施例2によれば以下の効果が
得られる。 (1)電解制御部13dを制御しても圧力上昇率が改善
されない場合は、凝集助剤添加手段17で凝集助剤が添
加され、凝集フロックを形成しやすくし、除濁性能を確
保すると共に、凝集膜を形成しやすくすることができ
る。
As described above, according to the second embodiment, the following effects can be obtained. (1) When the pressure increase rate is not improved even by controlling the electrolysis controller 13d, the coagulation aid is added by the coagulation aid addition means 17 to facilitate formation of coagulated flocs and secure turbidity performance. In addition, it is possible to easily form an aggregated film.

【0034】(2)濁りの低い水で、含まれる懸濁物質
が少なくても凝集助剤が添加されるため凝集膜が安定し
て短時間で形成できる。よって、水質により浄化性能が
バラツクことなく、安定して得られる。
(2) An agglomerated film can be formed stably in a short time because water is low in turbidity and a flocculant is added even if the amount of suspended substances contained is small. Therefore, the purification performance can be obtained stably without variation in water quality.

【0035】(実施例3)図7は本発明の実施例3の水
浄化装置の模式構成図、図8は凝集判定手段及び電解制
御部の動作を示すフローチャートである。図7におい
て、18は凝集判定手段であり、循環回路11に設けら
れた流量検知部18aと、流量検知部18aの信号によ
り流量変化(減少)量を演算する流量演算部18bと、
所定の流量減少量が確保された場合は凝集手段13を停
止する判定部18cを有している。その他は実施例1と
同様であり詳細な説明を省略する。
(Embodiment 3) FIG. 7 is a schematic configuration diagram of a water purification apparatus according to Embodiment 3 of the present invention, and FIG. 8 is a flowchart showing operations of the aggregation determining means and the electrolysis controller. In FIG. 7, reference numeral 18 denotes a coagulation determining means, which is a flow detecting unit 18a provided in the circulation circuit 11, a flow calculating unit 18b which calculates a flow change (decrease) amount based on a signal from the flow detecting unit 18a,
A determination unit 18c that stops the aggregating unit 13 when a predetermined flow rate reduction amount is secured is provided. Others are the same as the first embodiment, and a detailed description is omitted.

【0036】次に凝集判定手段18の動作について説明
する。循環ポンプ9及び凝集手段13が動作すると、濾
過手段12内部の粒状濾材15aの上層部では濾過分離
した凝集フロックや凝集フロックを形成しなかった水酸
化アルミニウムが徐々に堆積し、緻密な細孔を有する凝
集膜(ケーク層)を形成する。この凝集膜は時間経過と
共に厚み及び結合力を増し、徐々に濾過手段12の通水
抵抗が上昇するようになる。この様になれば、徐々に循
環回路11を通過する水量が減少する。この状態は、循
環回路11に設けられた流量検知部18aで常時検知さ
れ、流量演算部18cに検知信号が送られると共に、循
環流量減少率、循環流量増加量とが演算されている。こ
の時、求められた循環流量増加率が所定値に満たない時
は電解制御手段13dにより、電解電流値が増加され、
圧力上昇率が所定値を越える場合は電解電流値が減少す
るようにも制御されている。また、濾過運転動作中に濾
過流量が所定値(Q2)になることが有れば循環ポンプ
9が停止される。その他の動作・作用については実施例
1または2と同様であり説明を省略する。
Next, the operation of the aggregation determining means 18 will be described. When the circulating pump 9 and the flocculating means 13 are operated, the flocculated floc and the aluminum hydroxide which has not formed the flocculated floc are gradually deposited on the upper layer of the particulate filter medium 15a inside the filtering means 12, and the fine pores are formed. To form a coagulated film (cake layer). The thickness and the binding force of the aggregated film increase with time, and the water flow resistance of the filtration means 12 gradually increases. In this case, the amount of water passing through the circulation circuit 11 gradually decreases. This state is constantly detected by the flow rate detector 18a provided in the circulation circuit 11, and a detection signal is sent to the flow rate calculator 18c, and the circulating flow rate decreasing rate and the circulating flow rate increasing quantity are calculated. At this time, when the obtained circulating flow rate increase rate is less than the predetermined value, the electrolysis current value is increased by the electrolysis control means 13d,
When the rate of pressure rise exceeds a predetermined value, the electrolytic current value is also controlled to decrease. If the filtration flow rate reaches a predetermined value (Q2) during the filtration operation, the circulation pump 9 is stopped. Other operations and functions are the same as those in the first or second embodiment, and a description thereof will be omitted.

【0037】以上の様に実施例3によれば以下の効果が
得られる。凝集判定手段18を濾過手段を通過する流量
で監視するため、簡便で且つリニアに凝集膜の形成状態
が監視できる。
As described above, according to the third embodiment, the following effects can be obtained. Since the agglutination judging means 18 is monitored by the flow rate passing through the filtration means, the state of formation of the agglomerated film can be monitored simply and linearly.

【0038】(実施例4)図9は本発明の実施例4の水
浄化装置の模式構成図、図10は凝集判定手段及び電解
制御部の動作を示すフローチャートである。図9におい
て、19は凝集判定手段であり、濾過手段をバイパスす
るバイパス管19aと、バイパス管に設けられたバイパ
ス流量検知手段19bと、バイパス流量検知部19bの
信号によりバイパス流量変化(増大)量を演算するバイ
パス流量演算部19cと、所定の流量増大量が確保され
た場合は凝集手段13を停止する判定部19dを有して
いる。その他は実施例1と同様であり詳細な説明を省略
する。
(Embodiment 4) FIG. 9 is a schematic configuration diagram of a water purification apparatus according to Embodiment 4 of the present invention, and FIG. 10 is a flowchart showing the operation of the aggregation determining means and the electrolysis controller. In FIG. 9, reference numeral 19 denotes a coagulation judging means, a bypass pipe 19a for bypassing the filtering means, a bypass flow detecting means 19b provided in the bypass pipe, and a change (increase) in the bypass flow rate based on a signal from the bypass flow detecting section 19b. And a determination unit 19d that stops the aggregating unit 13 when a predetermined flow rate increase is secured. Others are the same as the first embodiment, and a detailed description is omitted.

【0039】次に凝集判定手段19の動作について説明
する。循環ポンプ9及び凝集手段13が動作すると、濾
過手段12内部の粒状濾材15aの上層部では濾過分離
した凝集フロックや凝集フロックを形成しなかった水酸
化アルミニウムが徐々に堆積し、緻密な細孔を有する凝
集膜(ケーク層)を形成する。この凝集膜は時間経過と
共に厚み及び結合力を増し、徐々に濾過手段12の通水
抵抗が上昇するようになる。この様になれば、徐々にバ
イパス回路19aに流れ込む水量が増大する。この状態
は、バイパス回路19aに設けられたバイパス流量検知
部19bで常時検知され、演算部19dに検知信号が送
られると共に、バイパス流量増加率、バイパス流量増加
量とが演算されている。この時、求められたバイパス流
量増加率が所定値に満たない時は電解制御手段13dに
より、電解電流値が増加され、圧力上昇率が所定値を越
える場合は電解電流値が減少するようにも制御されてい
る。
Next, the operation of the aggregation determining means 19 will be described. When the circulating pump 9 and the flocculating means 13 are operated, the flocculated floc and the aluminum hydroxide which has not formed the flocculated floc are gradually deposited on the upper layer of the particulate filter medium 15a inside the filtering means 12, and the fine pores are formed. To form a coagulated film (cake layer). The thickness and the binding force of the aggregated film increase with time, and the water flow resistance of the filtration means 12 gradually increases. In this case, the amount of water flowing into the bypass circuit 19a gradually increases. This state is constantly detected by the bypass flow detector 19b provided in the bypass circuit 19a, a detection signal is sent to the calculator 19d, and the bypass flow increase rate and the bypass flow increase are calculated. At this time, when the obtained bypass flow rate increase rate is less than the predetermined value, the electrolysis current value is increased by the electrolysis control means 13d, and when the pressure increase rate exceeds the predetermined value, the electrolysis current value decreases. Is controlled.

【0040】その他の動作・作用については実施例1ま
たは2と同様であり説明を省略する。
Other operations and functions are the same as those in the first or second embodiment, and the description is omitted.

【0041】以上の様に実施例4によれば以下の効果が
得られる。 (1)凝集判定手段19を濾過手段のバイパス管19a
を通過する流量で監視するため、簡便で且つリニアに凝
集膜の形成状態が監視できる。
As described above, according to the fourth embodiment, the following effects can be obtained. (1) The aggregation determining means 19 is replaced with a bypass pipe 19a of a filtering means.
Since the flow rate is monitored by the flow rate, the formation state of the aggregated film can be monitored simply and linearly.

【0042】(2)バイパス管19aを有するため、懸
濁物質が急激に濾過手段12内に流れ込んで目詰まりを
起こしたとしても、大部分がバイパス管12aを流れる
ようになり、循環流量の低下により懸濁物質が水槽底面
に沈殿することなく見た目に悪印象を与えない。
(2) Because of the presence of the bypass pipe 19a, even if suspended substances suddenly flow into the filtering means 12 and cause clogging, most of the suspended substances flow through the bypass pipe 12a and the circulation flow rate decreases. Thereby, the suspended solid does not settle on the bottom of the aquarium and does not give a bad impression to the appearance.

【0043】[0043]

【発明の効果】以上説明したように、本発明の請求項1
に係る浴水浄化装置は、凝集判定手段で凝集膜の形成状
態を監視し、濾過に最適な凝集膜が形成すれば、凝集手
段を停止する。このため水質等に関係なく安定して凝集
膜が確保され、凝集手段を停止させた後でも高濾過性能
が得られる。また無駄に電気分解物質を生成することが
ない。
As described above, according to the first aspect of the present invention,
In the bath water purifying apparatus according to the above, the state of formation of the flocculated film is monitored by the flocculation judging means, and when the flocculated film optimal for filtration is formed, the flocculating means is stopped. For this reason, a coagulated membrane is stably secured irrespective of water quality and the like, and high filtration performance can be obtained even after the coagulation means is stopped. In addition, there is no wasteful generation of an electrolysis substance.

【0044】また請求項2に係る水浄化装置は、濾過手
段流入側及び流出側の圧力差(圧力損失)の変化量によ
り凝集膜の形成状態を判断すると共に、第一の設定値
(△P1)だけ上昇すれば凝集手段を停止させ最適な凝集
膜を形成させることができる。また第二の設定値(△P
2)を設けたことで、異常時を検知でき浄化装置の安全
性を確保できる。
In the water purifying apparatus according to the second aspect, the state of formation of the coagulated membrane is determined based on the amount of change in the pressure difference (pressure loss) between the inflow side and the outflow side of the filtration means, and the first set value (△ P1 ), The aggregating means can be stopped and an optimal agglomerated film can be formed. The second set value (△ P
By providing 2), an abnormal time can be detected and the safety of the purification device can be ensured.

【0045】また請求項3に係る水浄化装置は、濾過手
段を通過する水の流量変化量により凝集膜の形成状態を
判断し、設定値(△Q1)以下になれば凝集手段を停止す
ることで最適な凝集膜が形成でき、また必要濾過流量
(Q2)を検知することで浄化性能が確保できない状態を
検知できる。
In the water purifying apparatus according to the third aspect, the state of formation of the coagulation film is determined based on the amount of change in the flow rate of water passing through the filtration means, and the coagulation means is stopped when the coagulation film becomes equal to or less than a set value (△ Q1). In this way, an optimum coagulated membrane can be formed, and by detecting the required filtration flow rate (Q2), it is possible to detect a state where purification performance cannot be ensured.

【0046】また請求項4に係る水浄化装置は、バイパ
ス管を通過する水の流量変化量により凝集膜の形成状態
を判断すると共に、設定値以上になれば凝集手段が停止
するため、最適な凝集膜を形成することができる。また
水槽を循環する循環水量が極端に低減することなく維持
されるため、懸濁物質の沈殿を防止することができ、見
た目に悪印象を与えない。
In the water purifying apparatus according to the fourth aspect, the state of formation of the coagulation film is determined based on the amount of change in the flow rate of the water passing through the bypass pipe, and when the water concentration exceeds a set value, the coagulation means is stopped. An agglomerated film can be formed. Further, since the amount of circulating water circulating in the water tank is maintained without being extremely reduced, sedimentation of suspended solids can be prevented, and the appearance does not give a bad impression.

【0047】また請求項5に係る水浄化装置は、凝集判
定手段の判定検出信号に基づき、凝集手段で生成する電
気分解物質生成量が一定になる様に電解電流を増減させ
るフィードバック制御がなされる。よって、水質により
電気分解物質による凝集作用が若干異なっても、凝集膜
形成に要する時間が変化することがなく、所定時間内で
凝集膜を形成することが可能となる。
In the water purifying apparatus according to the fifth aspect, feedback control is performed based on the judgment detection signal of the coagulation judging means so as to increase or decrease the electrolytic current so that the amount of electrolyzed substance generated by the coagulation means becomes constant. . Therefore, even if the aggregating action of the electrolysis substance is slightly different depending on the water quality, the time required for forming the agglomerated film does not change, and the agglomerated film can be formed within a predetermined time.

【0048】また請求項6に係る水浄化装置は、凝集判
定手段の判定検出信号に基づき、pH調整手段で循環回
路内の水のpHを所定値(弱酸性域)に自動調整する。
このため凝集手段で生成される電解生成物質が有する荷
電中和力を大きくすることができ(pH5〜6付近で表
面電化が最大)、水に含まれるコロイド粒子の表面電荷
を低減し易くなる。よって、垢や細菌類と共に架橋され
て大きな凝集フロックとなり易く、凝集膜を形成し易く
できる。よって短時間で且つ高性能な濾過性能が確保で
きる。
In the water purifying apparatus according to the sixth aspect, the pH of the water in the circulation circuit is automatically adjusted to a predetermined value (weakly acidic range) by the pH adjusting means based on the judgment detection signal of the coagulation judging means.
For this reason, the charge neutralizing power of the electrolysis substance generated by the aggregating means can be increased (the surface electrification is maximum around pH 5 to 6), and the surface charge of the colloid particles contained in water can be easily reduced. Therefore, it is easy to form a large flocculated floc by being cross-linked with dirt and bacteria, and it is easy to form a flocculated film. Therefore, high-performance filtration performance in a short time can be secured.

【0049】また請求項7に係る水浄化装置は、凝集判
定手段の判定検出信号に基づき、凝集助剤添加手段で必
要量だけ凝集助剤を濾過手段内に添加するため、凝集助
剤の架橋作用(凝集助剤が双方の電気分解物質と吸着
し、両方に橋渡して結合力が強くなる効果)で効果的に
凝集フロックを形成することができる。よって、効果的
に強固な凝集膜を形成することができ、懸濁物質が少な
い場合でも微細な細菌類を短時間で安定して濾過するこ
とが可能となる。
In the water purifying apparatus according to the present invention, a required amount of the coagulation aid is added to the filtration means by the coagulation aid addition means based on the judgment detection signal of the coagulation judgment means. The action (the effect that the coagulation aid adsorbs to both electrolysis substances and bridges both to increase the bonding force) can effectively form the coagulated floc. Therefore, a strong aggregated film can be effectively formed, and even when the amount of suspended substances is small, fine bacteria can be stably filtered in a short time.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施例1における水浄化装置の模式構
成図
FIG. 1 is a schematic configuration diagram of a water purification device according to a first embodiment of the present invention.

【図2】同水浄化装置の凝集判定手段、電解制御部及び
pH調整手段の動作を示すフローチャート
FIG. 2 is a flowchart showing operations of a coagulation determining unit, an electrolysis control unit, and a pH adjusting unit of the water purification device.

【図3】同水浄化装置のコロイド粒子のゼータ表面電荷
(ゼータ電位)と濁度の除去性能を表す図
FIG. 3 is a diagram showing the zeta surface charge (zeta potential) and turbidity removal performance of colloid particles of the water purification apparatus.

【図4】本発明の実施例2における水浄化装置の模式構
成図
FIG. 4 is a schematic configuration diagram of a water purification device according to a second embodiment of the present invention.

【図5】同水浄化装置の凝集判定手段及び電解制御部及
び凝集助剤添加手段の動作を示すフローチャート
FIG. 5 is a flowchart showing the operation of the coagulation judging unit, the electrolysis control unit, and the coagulation aid adding unit of the water purification apparatus.

【図6】凝集作用を表す原理図FIG. 6 is a principle diagram showing an aggregation action.

【図7】本発明の実施例3における水浄化装置の模式構
成図
FIG. 7 is a schematic configuration diagram of a water purification device according to a third embodiment of the present invention.

【図8】同水浄化装置の凝集判定手段、電解制御部及び
pH調整手段の動作を示すフローチャート
FIG. 8 is a flowchart showing the operations of a coagulation determining unit, an electrolysis control unit, and a pH adjusting unit of the water purification device.

【図9】本発明の実施例4における水浄化装置の模式構
成図
FIG. 9 is a schematic configuration diagram of a water purification device according to a fourth embodiment of the present invention.

【図10】同水浄化装置の凝集判定手段、電解制御部及
びpH調整手段の動作を示すフローチャート
FIG. 10 is a flowchart showing the operations of a coagulation determining unit, an electrolysis control unit, and a pH adjusting unit of the water purification device.

【図11】従来の水浄化装置の模式構成図FIG. 11 is a schematic configuration diagram of a conventional water purification device.

【符号の説明】[Explanation of symbols]

9 循環ポンプ(循環手段) 10 浴槽 11 循環回路 12 濾過手段 12a 粒状濾材 13 凝集手段 13d 電解制御部 14 集判定手段 14a 第一の圧力検知部 14b 第二の圧力検知部 14c 圧力演算部 14d 判定部 16 pH調整手段 17 凝集助剤添加手段 18 凝集判定手段 18a 流量検知部 18b 流量演算部 18c 判定部 19 凝集判定手段 19a バイパス管 19b バイパス流量検知部 19c バイパス流量演算部 19d 判定部 Reference Signs List 9 circulation pump (circulation means) 10 bathtub 11 circulation circuit 12 filtration means 12a granular filter medium 13 coagulation means 13d electrolysis control unit 14 collection determination means 14a first pressure detection unit 14b second pressure detection unit 14c pressure calculation unit 14d determination unit 16 pH adjustment means 17 Coagulation aid addition means 18 Coagulation determination means 18a Flow rate detection part 18b Flow rate calculation part 18c Determination part 19 Coagulation determination means 19a Bypass pipe 19b Bypass flow rate detection part 19c Bypass flow rate calculation part 19d Determination part

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI B01D 35/027 B01D 29/08 540A 35/02 J (72)発明者 平井 利明 大阪府門真市大字門真1006番地 松下電器 産業株式会社内──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code FI B01D 35/027 B01D 29/08 540A 35/02 J (72) Inventor Toshiaki Hirai 1006 Odakadoma, Kadoma-shi, Osaka Matsushita Electric Industrial Co., Ltd. In company

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】水槽内の水を循環する循環回路と、前記循
環回路に設けられ水を循環する循環手段と、前記循環回
路に設けられ水に含まれる懸濁物質を電気分解生成物質
により凝集させ凝集フロックを形成する凝集手段と、前
記凝集手段で形成した凝集フロックを内部に充填した粒
状濾材で濾過する濾過手段と、前記濾過手段で捕捉した
凝集フロックで形成する凝集膜の形成状態を判定する凝
集判定手段とからなる水浄化装置。
1. A circulation circuit for circulating water in a water tank, a circulating means provided in the circulation circuit for circulating water, and a suspended substance contained in water provided in the circulation circuit being agglomerated by an electrolysis product. A flocculating means for forming flocculated flocs, a filtering means for filtering the flocculated flocks formed by the flocculating means with a particulate filter material filled therein, and a state of forming a flocculated film formed by the flocculated flocs captured by the filtering means. A water purification apparatus comprising:
【請求項2】凝集判定手段は、濾過手段の流入側及び流
出側の圧力を検知する圧力検知部と、前記圧力検知部で
検知した信号に基づき、圧力差を演算する圧力演算部
と、前記圧力演算部で演算した圧力差が第一の所定値
(△P1)以上増加すれば凝集手段を停止させ、第二の所
定値(△P2、△P1<△P2)以上増加すれば循環手段を停
止させる判定部を備えた請求項1記載の水浄化装置。
A pressure detecting section for detecting pressures on an inflow side and an outflow side of the filtering section; a pressure calculating section for calculating a pressure difference based on a signal detected by the pressure detecting section; When the pressure difference calculated by the pressure calculation unit increases by a first predetermined value (△ P1) or more, the aggregating unit is stopped, and when the pressure difference increases by a second predetermined value (△ P2, △ P1 <△ P2) or more, the circulating unit is activated. The water purification device according to claim 1, further comprising a determination unit that stops the operation.
【請求項3】凝集判定手段は、濾過手段を通過するの水
の流量を検知する流量検知部と、前記流量検知部で検知
した信号に基づき、循環流量の変化量を演算する流量演
算部と、前記流量演算部で演算した流量変化量が所定値
以上減少すれば凝集手段を停止させると共に、循環流量
が所定値以下になれば循環手段をも停止させる判定部を
備えた請求項1記載の水浄化装置。
3. A flocculation judging means, comprising: a flow rate detecting section for detecting a flow rate of water passing through the filtering means; and a flow rate calculating section for calculating a change amount of a circulating flow rate based on a signal detected by the flow rate detecting section. A determination unit that stops the aggregating unit when the flow rate change amount calculated by the flow rate calculation unit decreases by a predetermined value or more, and stops the circulation unit when the circulating flow rate becomes equal to or less than a predetermined value. Water purification device.
【請求項4】凝集判定手段は、凝集手段及び濾過手段を
バイパスするバイパス管と、前記バイパス管に設けられ
た流量検知部と、前記流量検知部で検知した信号に基づ
き、流量変化量を演算する流量演算部と、前記流量演算
部で演算した流量変化量が所定値以上増加すれば、凝集
手段を停止させる判定部を備えた請求項1記載の水浄化
装置。
4. A flocculation judging means calculates a flow rate change amount based on a bypass pipe bypassing the flocculation means and the filtering means, a flow rate detection section provided in the bypass pipe, and a signal detected by the flow rate detection section. The water purification apparatus according to claim 1, further comprising: a flow rate calculation unit that performs the calculation, and a determination unit that stops the aggregating unit when the flow rate change amount calculated by the flow rate calculation unit increases by a predetermined value or more.
【請求項5】凝集判定手段の判定検出信号に基づき、凝
集手段で生成する電気分解物質生成量を制御する電解制
御部を備えた請求項1ないし4の少なくとも1項記載の
水浄化装置。
5. The water purification apparatus according to claim 1, further comprising an electrolysis controller for controlling the amount of electrolyzed substance generated by the aggregating means based on the determination detection signal of the aggregating determining means.
【請求項6】凝集判定手段の判定検出信号に基づき、循
環回路内の水のpHを調整するpH調整手段を備えた請
求項1ないし5の少なくとも1項記載の水浄化装置。
6. The water purifying apparatus according to claim 1, further comprising pH adjusting means for adjusting the pH of the water in the circulation circuit based on the judgment detection signal of the coagulation judging means.
【請求項7】凝集判定手段の判定検出信号に基づき、凝
集助剤を混入する凝集助剤添加手段を凝集手段の上流側
に備えた請求項1ないし6の少なくとも1項記載の水浄
化装置。
7. The water purification apparatus according to claim 1, wherein a coagulation aid adding means for mixing the coagulation aid is provided upstream of the coagulation means based on the judgment detection signal of the coagulation judgment means.
JP9292191A 1997-10-24 1997-10-24 Water purification apparatus Pending JPH11128945A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9292191A JPH11128945A (en) 1997-10-24 1997-10-24 Water purification apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9292191A JPH11128945A (en) 1997-10-24 1997-10-24 Water purification apparatus

Publications (1)

Publication Number Publication Date
JPH11128945A true JPH11128945A (en) 1999-05-18

Family

ID=17778732

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9292191A Pending JPH11128945A (en) 1997-10-24 1997-10-24 Water purification apparatus

Country Status (1)

Country Link
JP (1) JPH11128945A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005152848A (en) * 2003-11-27 2005-06-16 Nishi Nippon Ryutai Giken:Kk System for recovering water bloom by electrochemical technique
JP2008104962A (en) * 2006-10-26 2008-05-08 Sanyo Electric Co Ltd Water purification device
JP2010000411A (en) * 2008-06-18 2010-01-07 Sanyo Electric Co Ltd Water treatment system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005152848A (en) * 2003-11-27 2005-06-16 Nishi Nippon Ryutai Giken:Kk System for recovering water bloom by electrochemical technique
JP2008104962A (en) * 2006-10-26 2008-05-08 Sanyo Electric Co Ltd Water purification device
JP2010000411A (en) * 2008-06-18 2010-01-07 Sanyo Electric Co Ltd Water treatment system

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