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JPH0985292A - Sludge recovery method and sludge recovery device in circulating water system - Google Patents

Sludge recovery method and sludge recovery device in circulating water system

Info

Publication number
JPH0985292A
JPH0985292A JP26907195A JP26907195A JPH0985292A JP H0985292 A JPH0985292 A JP H0985292A JP 26907195 A JP26907195 A JP 26907195A JP 26907195 A JP26907195 A JP 26907195A JP H0985292 A JPH0985292 A JP H0985292A
Authority
JP
Japan
Prior art keywords
circulating water
sludge
pipe
flow velocity
water
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
Application number
JP26907195A
Other languages
Japanese (ja)
Other versions
JP3140348B2 (en
Inventor
Noboru Kimura
昇 木村
Tatsuo Nagai
達夫 永井
Tomohisa Oguchi
智久 小口
Toru Mashita
徹 真下
Yoshiaki Oda
吉昭 小田
Shoichi Matsuda
正一 松田
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.)
Japan Steel Works Ltd
Original Assignee
Japan Steel Works 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 Japan Steel Works Ltd filed Critical Japan Steel Works Ltd
Priority to JP07269071A priority Critical patent/JP3140348B2/en
Publication of JPH0985292A publication Critical patent/JPH0985292A/en
Application granted granted Critical
Publication of JP3140348B2 publication Critical patent/JP3140348B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

(57)【要約】 【課題】 循環水系で発生するスケールを有効に防止
する。 【解決手段】 水通路に面して対極の磁極と異種材料よ
りなる対の電極を配置した水処理装置2を設け、管路1
の一部5で水路断面を変化させて循環水流速を低下さ
せ、スケール成分をこの管路の下方6からスラッジを排
出して回収する。 【効果】 管路の一部でスラッジを回収することがで
き、簡易な構造で確実にスラッジを回収してスケールの
発生を防止する。
(57) [Abstract] [PROBLEMS] To effectively prevent scale generated in a circulating water system. A water treatment device (2) in which a counter magnetic pole and a pair of electrodes made of different materials are arranged facing a water passage, and a pipe (1) is provided.
In part 5, the cross section of the water channel is changed to reduce the flow velocity of the circulating water, and the scale component is discharged from the lower portion 6 of the pipe to recover sludge. [Effect] Sludge can be collected in a part of the pipeline, and the sludge can be reliably collected with a simple structure to prevent generation of scale.

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、冷却用循環水路や
ボイラ等の循環水系において水路管の内壁等に付着して
種々のトラブルを引き起こすスケールの発生を未然に防
止する循環水系におけるスラッジ回収方法およびスラッ
ジ回収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 method for recovering sludge in a circulating water system, which prevents the occurrence of scales that adhere to the inner wall of a conduit pipe and cause various troubles in the circulating water system such as a cooling circulating water channel or a boiler. And a sludge recovery device.

【0002】[0002]

【従来の技術】冷却用の循環水路やボイラ等の循環水系
では、長時間の使用によってスケールが徐々に発生し、
これが水路の内壁面に付着する等して種々のトラブルを
引き起こす。例えば、循環水系の配管等に組み込まれて
いる熱交換器内の伝熱面や配管に付着し、熱交換効率の
低下や配管の閉塞、錆の発生等を引き起こす。このた
め、循環水に電場や磁場を作用させてスケールの発生を
未然に防止する方法が開発されている。
2. Description of the Related Art In a circulating water system such as a circulating water channel for cooling or a boiler, scale is gradually generated due to long-term use,
This adheres to the inner wall surface of the water channel and causes various troubles. For example, it adheres to a heat transfer surface or a pipe in a heat exchanger incorporated in a circulating water system pipe or the like, and causes a decrease in heat exchange efficiency, blockage of the pipe, generation of rust, or the like. Therefore, a method has been developed to prevent the generation of scale by applying an electric field or a magnetic field to the circulating water.

【0003】具体的には、水通路を挟むようにして異種
材料からなる電極を対向設置し、この電極間の水路に電
場を印加したり(特開昭63−39690号公報等)、
対向設置した電極と永久磁石とを併用し、これら電極に
よる電場と永久磁石による磁場の力を作用させたりして
(特開平5−57286号公報等)、スケールの発生を
防止している。上記のようにして電場や磁場の作用を受
けた循環水に含まれるスケール成分は、スケールになる
代わりに結晶として成長し、循環水とともに浮遊状態で
移動する。この結晶は、循環水系にあるタンクの底部に
スラッジとして堆積するので、タンクの底部に回収槽を
設け、この回収槽からスラッジを取り出している。
Specifically, electrodes made of different materials are placed opposite to each other so as to sandwich the water passage, and an electric field is applied to the water passage between the electrodes (JP-A-63-39690, etc.).
The electrodes and the permanent magnets that are installed to face each other are used in combination, and the electric field generated by these electrodes and the magnetic field generated by the permanent magnet are applied (Japanese Patent Laid-Open No. 5-57286, etc.) to prevent generation of scale. The scale component contained in the circulating water that has been subjected to the action of the electric field or magnetic field as described above grows as a crystal instead of becoming a scale, and moves in a floating state together with the circulating water. Since these crystals deposit as sludge on the bottom of the tank in the circulating water system, a recovery tank is provided at the bottom of the tank, and the sludge is taken out from this recovery tank.

【0004】[0004]

【発明が解決しようとする課題】しかし、循環水系によ
ってはスペースや構造上の制約から回収槽を設けること
が困難な場合があり、その場合には循環水系の作動を停
止してタンクからスラッジを取り出す必要がある。この
ような作業は循環水系の稼働効率を著しく低下させるの
で頻繁に行うことは困難であり、相当の期間をおいて行
わざるを得ない。しかしスラッジは回収しないで長い期
間堆積させておくと、せっかくスラッジ化させたスケー
ル成分がスケール化したり、また、再度循環水中に溶出
してしまうため、回収槽を設けられない循環水系ではス
ケール発生を有効に防止できないという問題がある。ま
た、回収槽の設置が可能な循環水系においても、回収槽
の設置に際し、設備費や工事費が多大にかかるという問
題がある。
However, depending on the circulating water system, it may be difficult to provide a recovery tank due to space or structural restrictions. In that case, the operation of the circulating water system is stopped and sludge is removed from the tank. I need to take it out. It is difficult to perform such work frequently because it significantly reduces the operating efficiency of the circulating water system, and it is necessary to perform it after a considerable period of time. However, if sludge is not collected and accumulated for a long period of time, the scale components that have been sludged will scale, and will be eluted again in the circulating water, so scale will not be generated in a circulating water system where a recovery tank cannot be provided. There is a problem that it cannot be effectively prevented. Further, even in a circulating water system in which a recovery tank can be installed, there is a problem that installation costs and installation costs are high when the recovery tank is installed.

【0005】本発明は上記事情を背景としてなされたも
のであり、簡易な装置でスラッジを効率よく回収するこ
とができ、低コストで効果的にスケールの発生を防止す
ることができる循環水系におけるスラッジ回収方法およ
びスラッジ回収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 circumstances, and sludge in a circulating water system capable of efficiently collecting sludge with a simple device and effectively preventing generation of scale at low cost. An object is to provide a recovery method and a sludge recovery device.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するた
め、本発明のうち第1の発明の循環水系におけるスラッ
ジ回収方法は、水通路に面し、かつこれを挟むように、
対極の磁極または異種材料よりなる対の電極の少なくと
も一方を設け、この水通路を通過する循環水に磁場また
は電場の少なくとも一方を作用させ、循環水系の管路の
一部で水路断面を変化させて循環水流速を低下させ、循
環水とともに移動するスケール成分をこの管路の下方で
スラッジとして滞留させ、このスラッジを管路から排出
して回収することを特徴とする。
In order to solve the above-mentioned problems, the method for recovering sludge in a circulating water system according to the first aspect of the present invention is such that it faces a water passage and sandwiches it.
At least one of a magnetic pole of a counter electrode or a pair of electrodes made of different materials is provided, and at least one of a magnetic field and an electric field is applied to the circulating water passing through this water passage to change the cross section of the water passage in a part of the circulating water system. The flow rate of the circulating water is reduced by this, the scale component that moves with the circulating water is retained as sludge below this pipe, and this sludge is discharged from the pipe and recovered.

【0007】第2の発明の循環水系におけるスラッジ回
収装置は、水通路に面し、かつこれを挟むように、対極
の磁極または異種材料よりなる対の電極の少なくとも一
方を対向設置するとともに、循環水系の管路に流速低下
部として拡管部を設け、この流速低下部の下方にスラッ
ジ排出部を設けたことを特徴とする。
In the sludge recovery device in the circulating water system of the second invention, at least one of the magnetic pole of the opposite pole or the pair of electrodes made of different materials is installed so as to face the water passage and sandwich the water passage, and the sludge is circulated. It is characterized in that a pipe expanding part is provided as a flow velocity reducing part in a water-based pipe line, and a sludge discharging part is provided below the flow velocity reducing part.

【0008】第3の発明の循環水系におけるスラッジ回
収装置は、水通路に面し、かつこれを挟むように、対極
の磁極または異種材料よりなる対の電極の少なくとも一
方を対向設置するとともに、循環水系の管路内部に水流
抵抗材を設けて流速低下部とし、この流速低下部の下方
にスラッジ排出部を設けたことを特徴とする。
In the sludge recovery system for circulating water according to the third aspect of the invention, at least one of the magnetic pole of the opposite pole or the pair of electrodes made of different materials is installed so as to face the water passage and sandwich it, and the sludge is circulated. It is characterized in that a water flow resistance material is provided inside the water pipe to form a flow velocity reducing portion, and a sludge discharge portion is provided below the flow velocity reducing portion.

【0009】第4の発明の循環水系におけるスラッジ回
収装置は、第2または第3の発明において、流速低下部
が、対極磁極または対の電極の少なくとも一方を設置し
た水通路の循環水流入側直前に設けたことを特徴とす
る。
A sludge recovery device for a circulating water system according to a fourth aspect of the present invention is the sludge recovery device according to the second or third aspect, wherein the flow velocity reducing portion is located immediately before the circulating water inflow side of the water passage in which at least one of the counter pole and the pair of electrodes is installed. It is characterized by being provided in.

【0010】なお、水通路に面して設けられる対極の磁
極は、永久磁石や電磁石の設置によって行うことができ
る。また、互いに異種材料からなる電極は、電気化学系
列差を有するものであり、互いに直結または抵抗を介し
て接続する。また、所望により外部電源を介設すること
も可能である。上記した磁極と電極は単独で設置しても
よいがスラッジを効率よく生成するために併設するのが
望ましい。また、磁極と電極は、対となるものを単数だ
けでなく複数設置してもよく、複数設置に際しては水通
路に対し並列または直列に設置することができる。ま
た、これら磁極または電極は通常は管路に設けられる
が、本発明ではその設置箇所は特に限定されない。
The counter magnetic pole provided facing the water passage can be provided by installing a permanent magnet or an electromagnet. The electrodes made of different materials have different electrochemical series, and are directly connected to each other or connected via a resistor. If desired, an external power source may be provided. The above-mentioned magnetic pole and electrode may be installed independently, but it is desirable to install them side by side in order to efficiently generate sludge. In addition, the magnetic pole and the electrode may be provided not only in a single pair but also in a plurality of pairs. When a plurality of pairs are provided, they can be disposed in parallel or in series with the water passage. Further, these magnetic poles or electrodes are usually provided in the conduit, but the installation location is not particularly limited in the present invention.

【0011】また、循環水の流速を低下させるために水
路断面を変化させる方法としては第2の発明に示すよう
に拡管部を設けて管路断面積を急激または緩やかに増大
させたり、第3の発明に示すように抵抗材を配置したり
する方法がある。また、管路の折り曲がりによって流速
を低下させることもできる。この流速低下部の下方に設
けられるスラッジ排出部は、流速低下部下方に滞留する
スラッジを効率よく排出するものであり、例えばドレイ
ン管とこれに設けたコックとで構成することができ、循
環水系の稼働を停止させないでスラッジを速やかに排出
できるものが望ましい。
Further, as a method of changing the cross section of the water channel in order to reduce the flow velocity of the circulating water, as shown in the second aspect of the present invention, a pipe expanding portion is provided to rapidly or gently increase the cross sectional area of the water channel. There is a method of arranging a resistance material as shown in the invention. Further, the flow velocity can be reduced by bending the pipe. The sludge discharge portion provided below the flow velocity reducing portion efficiently discharges the sludge accumulated below the flow velocity reducing portion, and can be configured by, for example, a drain pipe and a cock provided therein, and the circulating water system. It is desirable that the sludge can be quickly discharged without stopping the operation of.

【0012】上記流速低下部は、磁極または電極の設置
箇所の直前、直後の他に管路の任意場所に設置でき、ま
た複数箇所に設置することもできる。ただし、スラッジ
を効率よく回収するために、結晶化されたスケール成分
が成長しスラッジとして堆積しやすくなった段階、すな
わち、磁極または電極の設置箇所直前に設けるのが望ま
しい。また、結晶化したスケール成分は磁極や電極の表
面を損耗させるので、この点においても上記流速低下部
は磁極または電極の設置箇所直前に設けるのが望まし
い。
The flow velocity reducing portion can be installed immediately before or after the magnetic pole or electrode is installed, as well as at any place in the conduit, or at a plurality of locations. However, in order to efficiently collect the sludge, it is desirable to provide it at a stage where the crystallized scale component grows and is easily deposited as sludge, that is, immediately before the installation position of the magnetic pole or the electrode. Further, since the crystallized scale component wears the surfaces of the magnetic poles and electrodes, in this respect also, it is desirable to provide the flow velocity reducing portion immediately before the magnetic poles or electrodes are installed.

【0013】[0013]

【発明の実施の形態】以下に、本発明の実施の形態を添
付図面に基づき説明する。冷却用循環水が流れる配管
(管路)1の内部に、水路を4つの水通路に分割する水
処理装置2が配置されており、該水処理装置2の縦壁
は、厚さ方向に着磁した板状の永久磁石3…3で構成さ
れており、各永久磁石3は、対向する永久磁石と対向面
が互いに異極になるように配置されており、この実施例
では図示(図2)左方から右方に磁束が流れるように配
置している。また、水処理装置2の横壁には、表面が水
流路に露出するように電極が埋設されており、上側に配
置した下向き電極4aはアルミニウム電極で構成され、
下側に配置した上向き電極4bは炭素電極で構成されて
いる。なお、両電極は外部において図示しない抵抗体を
介して連結されている。なお、この実施の形態では対の
電極としてアルミニウム電極と炭素電極を用いたが、本
発明としては、この組合わせに限定されるものではな
く、各種組合わせの電極を用いることができ、例えば、
チタン電極と炭素電極とを組合わせて用いることもでき
る。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings. A water treatment device 2 that divides the water passage into four water passages is arranged inside a pipe (pipe) 1 through which the circulating water for cooling flows, and the vertical wall of the water treatment device 2 is attached in the thickness direction. 3 is composed of magnetized plate-shaped permanent magnets 3, and each permanent magnet 3 is arranged such that the facing permanent magnets and the facing surfaces have different polarities. In this embodiment, as shown in FIG. ) Arranged so that the magnetic flux flows from left to right. Further, an electrode is embedded on the lateral wall of the water treatment device 2 so that the surface is exposed to the water flow path, and the downward electrode 4a arranged on the upper side is made of an aluminum electrode,
The upward electrode 4b arranged on the lower side is composed of a carbon electrode. Both electrodes are externally connected via a resistor (not shown). Although the aluminum electrode and the carbon electrode are used as the pair of electrodes in this embodiment, the present invention is not limited to this combination, and various combinations of electrodes can be used.
It is also possible to use a combination of a titanium electrode and a carbon electrode.

【0014】この水処理装置2の循環水流入側直前に
は、流速低下部として拡管部5が設けられており、該拡
管部5は、通常の径部5aの下方に溝部5bが形成され
て水路断面積が増大した形状からなる。また、溝部5b
の下部中央にはドレイン管6が連結されており、該ドレ
イン管6には常時はドレイン管6を閉じておくコック7
が設けられている。
Immediately before the circulating water inflow side of the water treatment device 2, an expanded pipe portion 5 is provided as a flow velocity reducing portion, and the expanded pipe portion 5 has a groove portion 5b formed below a normal diameter portion 5a. It has a shape with an increased cross-sectional area. Also, the groove portion 5b
A drain pipe 6 is connected to the center of the lower part of the cock 7 and a cock 7 for keeping the drain pipe 6 normally closed to the drain pipe 6.
Is provided.

【0015】上記水処理装置2を設置して配管内に循環
水を流したところ、アルミニウム電極4aと炭素電極4
bとの電気化学的ポテンシャルの相違から、アルミニウ
ム電極4aをアノード、炭素電極4bをカソードとして
両電極間に微弱電流が流れ、電場が生じた。この微弱電
流量は、図示しない抵抗体の抵抗値によってほぼ定ま
る。また永久磁石3、3間には磁場が生じ、水流8によ
るホール効果によって上記電極間電場と同方向に誘起電
流を生じさせて、相乗効果によって電極間に印加される
電場の強さを高めた。なお、この実施例では磁場を相乗
的に加えるものとしたが、相殺的に加えることも可能で
ある。
When the circulating water was flowed in the pipe with the water treatment device 2 installed, the aluminum electrode 4a and the carbon electrode 4 were
Due to the difference in electrochemical potential from b, a weak current flowed between both electrodes with the aluminum electrode 4a as the anode and the carbon electrode 4b as the cathode, and an electric field was generated. The amount of the weak current is substantially determined by the resistance value of a resistor (not shown). In addition, a magnetic field is generated between the permanent magnets 3 and 3, and an induced current is generated in the same direction as the inter-electrode electric field by the Hall effect due to the water flow 8, and the strength of the electric field applied between the electrodes is increased by the synergistic effect. . In this embodiment, the magnetic field is applied synergistically. However, the magnetic field can be applied destructively.

【0016】上記磁場及び電場の作用によってスケール
成分は凝集して結晶の核になり、浮遊状態で循環水中を
移動しながらスケール成分を補充して結晶として成長す
る。一方、循環水は配管1を含む循環水系を移動してお
り、拡管部5で水路の断面積が増大することによって流
速が減少する。十分に結晶成長したスケール成分は流速
の減少に伴ってこの拡管部5で沈降し、溝部5bの底部
に滞留し、次第に堆積する。そして、所望によりドレイ
ン管6のコック7を開くと、堆積したスケールは循環水
とともに確実かつ速やかに流出する。その後、直ちにコ
ック7を閉じることにより循環水系の稼働を停止しない
で速やかにスケールを回収することができる。この水処
理装置2を長期に亘って使用したところ、配管1内での
スケールの発生や付着は殆ど認められなかった。また、
タンク等にスケールの回収槽を設置することも不要とな
った。
By the action of the above magnetic field and electric field, the scale component aggregates into a crystal nucleus, and while moving in the circulating water in a floating state, the scale component is replenished to grow as a crystal. On the other hand, the circulating water is moving in the circulating water system including the pipe 1, and the flow velocity decreases due to an increase in the cross-sectional area of the water channel in the pipe expanding section 5. The scale component that has sufficiently grown crystals precipitates in the expanded pipe portion 5 as the flow velocity decreases, stays at the bottom of the groove portion 5b, and gradually accumulates. Then, if the cock 7 of the drain pipe 6 is opened as desired, the accumulated scale flows out surely and quickly together with the circulating water. Then, by immediately closing the cock 7, the scale can be promptly recovered without stopping the operation of the circulating water system. When this water treatment device 2 was used for a long period of time, almost no generation or adhesion of scale was found in the pipe 1. Also,
It is no longer necessary to install a scale collection tank in the tank.

【0017】次に、他の実施形態を添付図面に基づき説
明する。この実施形態の水処理装置は、前記した実施形
態と同一構造であるので、その説明は省略する。この実
施形態の流速低下部10は、抵抗材として配管1の下方
略半分を塞ぐように多孔板11…11を水流に対抗して
設置したものであり、多孔板11は多数の貫通孔11a
が形成されているとともに、その底部は、循環水が通過
できるように配管1との間に隙間11bを有している。
そして、この流速低下部の下流側に上記実施形態と同様
のドレイン6とコック7とが設けられている。なお、最
下流に位置する多孔板12は、スラッジが流出しないよ
うに下方間隙を設けないのが望ましい。
Next, another embodiment will be described with reference to the accompanying drawings. Since the water treatment device of this embodiment has the same structure as that of the above-mentioned embodiment, the description thereof will be omitted. The flow velocity reducing portion 10 of this embodiment is one in which perforated plates 11 ... 11 are installed as a resistance material so as to close the lower half of the pipe 1 against a water flow, and the perforated plate 11 has a large number of through holes 11a.
Is formed, and a bottom portion thereof has a gap 11b with the pipe 1 so that circulating water can pass therethrough.
Further, the drain 6 and the cock 7 similar to those in the above embodiment are provided on the downstream side of the flow velocity lowering portion. In addition, it is desirable that the perforated plate 12 located on the most downstream side is not provided with a lower gap so that the sludge does not flow out.

【0018】上記水処理系に前記実施形態と同様に循環
水を流したところ、水処理装置でスケール成分は結晶の
核になり、循環水中で結晶として成長する。循環水は流
速低下部10で多孔板11に当たり、乱流状態になって
流速が低下する。循環水は多孔板11の上方と多孔板1
1の孔11a…11aとを通り、僅かには多孔板11の
下方間隙11bを通過する。流速低下部の下方側では、
多孔板10によって流速が低下しており、結晶成長した
スケール成分は下方に沈降してスラッジとなり、一部は
多孔板11の下方の下方間隙11bを通って緩やかに移
動する。そして所望によりドレイン管6のコック7を開
くと、堆積したスラッジは循環水とともにドレイン管6
から流出するので、その後、コック7を閉じる。この流
速低下部においてもスラッジは効率的かつ確実に回収除
去された。なお、この実施形態では流速低下部の前後と
同一内径の配管を用いたが、断面積の大きな配管を用い
て多孔板を配置するものであってもよい。
When circulating water is caused to flow through the water treatment system as in the case of the above embodiment, the scale component becomes a crystal nucleus in the water treatment apparatus and grows as crystals in the circulating water. The circulating water hits the perforated plate 11 at the flow velocity lowering portion 10, becomes a turbulent state, and the flow velocity decreases. The circulating water is above the perforated plate 11 and the perforated plate 1.
11a of 1 and passes through the lower gap 11b of the perforated plate 11 slightly. On the lower side of the flow velocity lowering part,
The flow velocity is reduced by the perforated plate 10, the scale component of crystal growth settles downward to become sludge, and a part of the scale component slowly moves through the lower gap 11b below the perforated plate 11. When the cock 7 of the drain pipe 6 is opened as desired, the accumulated sludge is drained together with the circulating water.
After that, the cock 7 is closed. The sludge was efficiently and surely collected and removed even in this flow velocity decreasing portion. In this embodiment, the pipe having the same inner diameter as that before and after the flow velocity reducing portion is used, but the perforated plate may be arranged using a pipe having a large cross-sectional area.

【0019】[0019]

【発明の効果】以上説明したように、本発明の循環水系
におけるスラッジ回収方法によれば、水通路に面し、か
つこれを挟むように、対極の磁極または異種材料よりな
る対の電極の少なくとも一方を設け、この水通路を通過
する循環水に磁場または電場の少なくとも一方を作用さ
せ、循環水系の管路の一部で水路断面を変化させて循環
水流速を低下させ、循環水とともに移動するスケール成
分をこの管路の下方でスラッジとして滞留させ、このス
ラッジを管路から排出して回収するので、配管の一部で
スケール成分からなるスラッジを容易かつ確実に回収す
ることができ、循環水装置におけるスペースや構造上の
制約を受けることなくスケールの発生を有効に防止する
ことができる。
As described above, according to the sludge recovery method in the circulating water system of the present invention, at least the magnetic pole of the counter electrode or the pair of electrodes made of different materials faces the water passage and sandwiches the water passage. One is provided, and at least one of a magnetic field and an electric field is applied to the circulating water passing through this water passage to change the water passage cross section in a part of the pipe of the circulating water system to reduce the circulating water flow velocity and move with the circulating water. The scale component is retained as sludge below this pipeline, and this sludge is discharged and collected from the pipeline, so sludge consisting of the scale component can be easily and reliably collected in a part of the pipe, and the circulating water It is possible to effectively prevent the generation of scale without being restricted by the space or structure of the device.

【0020】また、本発明の循環水系におけるスラッジ
回収装置によれば、水通路に面し、かつこれを挟むよう
に、対極の磁極または異種材料よりなる対の電極の少な
くとも一方を対向設置するとともに、循環水系の管路に
流速低下部として拡管部または管路内部に抵抗材を設
け、この流速低下部にスラッジ排出部を設けたので、簡
易な構造の器具でスラッジの回収ができ、省スペースで
低価格のスラッジ回収が可能になる。また、上記スラッ
ジ回収装置で、流速低下部を、対極磁極または対の電極
の少なくとも一方を設置した水通路の循環水流入側直前
に設ければ、スケール成分からなるスラッジを効率よく
回収でき、また、スケール成分結晶による磁極や電極が
損傷を受けるのを防止することができる。
Further, according to the sludge recovery device in the circulating water system of the present invention, at least one of the magnetic pole of the opposite pole or the pair of electrodes made of different materials is installed so as to face and sandwich the water passage. As the flow velocity reducing part is installed in the circulating water system pipe, a resistance material is provided in the pipe expanding part or inside the pipe, and the sludge discharging part is provided in this flow velocity decreasing part, so the sludge can be collected with a device with a simple structure, saving space. It enables low-cost sludge recovery. Further, in the above sludge recovery device, if the flow velocity reducing portion is provided immediately before the circulating water inflow side of the water passage in which at least one of the counter pole and the pair of electrodes is installed, sludge composed of scale components can be efficiently recovered, and It is possible to prevent the magnetic poles and electrodes from being damaged by the scale component crystal.

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

【図1】 図1は、本発明の一実施形態を示す正面概略
図である。
FIG. 1 is a schematic front view showing an embodiment of the present invention.

【図2】 図2は、図1をII−II線断面した、水処理部
を示す斜視図である。
FIG. 2 is a perspective view showing a water treatment unit, which is a cross section taken along line II-II of FIG. 1.

【図3】 図3は、図1をIII−III線断面した、流速低
下部を示す斜視図である。
FIG. 3 is a perspective view showing a flow velocity decreasing portion, which is a cross section taken along line III-III in FIG. 1.

【図4】 図4は、他の実施形態における水流低下部の
正面断面図である。
FIG. 4 is a front sectional view of a water flow lowering portion in another embodiment.

【図5】 図5は、同じく断面斜視図である。FIG. 5 is a sectional perspective view of the same.

【符号の説明】[Explanation of symbols]

1 配管 2 水処理装置 3 永久磁石 4a 電極 4b 電極 5 拡管部 5b 溝部 6 ドレイン管 7 コック 10 水流低下部 11 多孔板 1 Pipe 2 Water Treatment Device 3 Permanent Magnet 4a Electrode 4b Electrode 5 Expanded Portion 5b Groove 6 Drain Pipe 7 Cock 10 Water Flow Reduction Portion 11 Perforated Plate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 真下 徹 千葉県四街道市鷹の台1丁目3番 株式会 社日本製鋼所内 (72)発明者 小田 吉昭 東京都府中市日鋼町1番1 株式会社日本 製鋼所内 (72)発明者 松田 正一 東京都府中市日鋼町1番1 株式会社日本 製鋼所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Toru Mashita Toru Mashita 1-3, Takanodai, Yotsukaido, Chiba Prefecture Japan Steel Works (72) Inventor Yoshiaki Oda 1-1 Nikko, Fuchu-shi, Tokyo Nippon Steel Corporation In-house (72) Inventor Shoichi Matsuda 1-1 Nikkocho, Fuchu-shi, Tokyo Inside Japan Steel Works, Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 水通路に面し、かつこれを挟むように、
対極の磁極または異種材料よりなる対の電極の少なくと
も一方を設け、この水通路を通過する循環水に磁場また
は電場の少なくとも一方を作用させ、循環水系の管路の
一部で水路断面を変化させて循環水流速を低下させ、循
環水とともに移動するスケール成分をこの管路の下方で
スラッジとして滞留させ、このスラッジを管路から排出
して回収することを特徴とする循環水系におけるスラッ
ジ回収方法
1. A water passage facing and sandwiching the water passage,
At least one of a magnetic pole of a counter electrode or a pair of electrodes made of different materials is provided, and at least one of a magnetic field and an electric field is applied to the circulating water passing through this water passage to change the cross section of the water passage in a part of the circulating water system. The sludge recovery method in the circulating water system is characterized in that the flow velocity of the circulating water is reduced, the scale component that moves with the circulating water is retained as sludge below the pipe, and the sludge is discharged from the pipe and recovered.
【請求項2】 水通路に面し、かつこれを挟むように、
対極の磁極または異種材料よりなる対の電極の少なくと
も一方を対向設置するとともに、循環水系の管路に流速
低下部として拡管部を設け、この流速低下部の下方にス
ラッジ排出部を設けたことを特徴とする循環水系におけ
るスラッジ回収装置
2. A water passage facing and sandwiching the water passage,
At least one of the opposite magnetic pole or the pair of electrodes made of different materials is installed facing each other, and the pipe of the circulating water system is provided with a pipe expanding part as a flow velocity reducing part, and a sludge discharging part is provided below the flow velocity reducing part. Sludge recovery system for circulating water system
【請求項3】 水通路に面し、かつこれを挟むように、
対極の磁極または異種材料よりなる対の電極の少なくと
も一方を対向設置するとともに、循環水系の管路内部に
水流抵抗材を設けて流速低下部とし、この流速低下部の
下方にスラッジ排出部を設けたことを特徴とする循環水
系におけるスラッジ回収装置
3. Facing the water passage and sandwiching the water passage,
At least one of the opposite magnetic pole or the pair of electrodes made of different materials is installed facing each other, and a water flow resistance material is provided inside the circulating water system pipe as a flow velocity reducing portion, and a sludge discharge portion is provided below this flow velocity reducing portion. A sludge recovery system for circulating water
【請求項4】 流速低下部は、対極磁極または対の電極
の少なくとも一方を設置した水通路の循環水流入側直前
に設けたことを特徴とする循環水系におけるスラッジ回
収装置
4. A sludge recovery device in a circulating water system, wherein the flow velocity reducing portion is provided immediately before a circulating water inflow side of a water passage in which at least one of a counter pole and a pair of electrodes is installed.
JP07269071A 1995-09-22 1995-09-22 Sludge recovery method and sludge recovery device in circulating water system Expired - Fee Related JP3140348B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07269071A JP3140348B2 (en) 1995-09-22 1995-09-22 Sludge recovery method and sludge recovery device in circulating water system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07269071A JP3140348B2 (en) 1995-09-22 1995-09-22 Sludge recovery method and sludge recovery device in circulating water system

Publications (2)

Publication Number Publication Date
JPH0985292A true JPH0985292A (en) 1997-03-31
JP3140348B2 JP3140348B2 (en) 2001-03-05

Family

ID=17467262

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3140348B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001259690A (en) * 2000-03-15 2001-09-25 Asahi Glass Engineering Co Ltd How to prevent water scale
JP2008196833A (en) * 2007-02-15 2008-08-28 Mitsubishi Heavy Ind Ltd Turbine equipment, exhaust heat recovering boiler apparatus and operation method for turbine equipment
US7815779B2 (en) 2003-06-10 2010-10-19 Marc Flettner Water treatment device
JP2015071961A (en) * 2013-10-02 2015-04-16 昭和機器工業株式会社 Equipment submergence prevention structure
CN109011808A (en) * 2018-08-09 2018-12-18 上饶市欧德环保有限公司 A kind of combined magnetic filter

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001259690A (en) * 2000-03-15 2001-09-25 Asahi Glass Engineering Co Ltd How to prevent water scale
US7815779B2 (en) 2003-06-10 2010-10-19 Marc Flettner Water treatment device
JP2008196833A (en) * 2007-02-15 2008-08-28 Mitsubishi Heavy Ind Ltd Turbine equipment, exhaust heat recovering boiler apparatus and operation method for turbine equipment
JP2015071961A (en) * 2013-10-02 2015-04-16 昭和機器工業株式会社 Equipment submergence prevention structure
CN109011808A (en) * 2018-08-09 2018-12-18 上饶市欧德环保有限公司 A kind of combined magnetic filter

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