JP2002096097A - Method of removing heavy metal in sludge and sludge which is made pollution-free - Google Patents

Method of removing heavy metal in sludge and sludge which is made pollution-free

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Publication number
JP2002096097A
JP2002096097A JP2000329672A JP2000329672A JP2002096097A JP 2002096097 A JP2002096097 A JP 2002096097A JP 2000329672 A JP2000329672 A JP 2000329672A JP 2000329672 A JP2000329672 A JP 2000329672A JP 2002096097 A JP2002096097 A JP 2002096097A
Authority
JP
Japan
Prior art keywords
sludge
heavy metals
tank
electrode
electrodes
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
JP2000329672A
Other languages
Japanese (ja)
Inventor
Yukihiro Taniguchi
幸弘 谷口
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000329672A priority Critical patent/JP2002096097A/en
Publication of JP2002096097A publication Critical patent/JP2002096097A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To rapidly remove the heavy metals in sludge. SOLUTION: Membranes are clogged by virtue of the nature of material known as sludge in a membrane type separation method and therefore a separating means which is the same electrophoresis but gathers and discharges the heavy metals to a cathode side by passing electricity in a horizontal direction when the sludge is put into water and particles fall is adopted. The effective utilization of the sludge is made possible, by which the amount of utilization is expanded and incineration disposal and burying disposal are averted.

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】本発明は汚泥中に含まれる重
金属類の除去の方法,装置に関する。
The present invention relates to a method and an apparatus for removing heavy metals contained in sludge.

【0002】[0002]

【従来の技術】廃棄される汚泥は膨大にのぼり,何らか
の方法で利用するに当たり汚泥中に含まれる重金属を除
く技術が必要であり,特に農業分野で利用する場合にお
いては育成障害,植物含有等による害が大きいので除去
の技術が必要であった。従来は化学薬品処理による方
法,イオン透過膜による分離する方法があった。重金属
類を利用する技術としては電気メッキ,電気防食,等が
あった。イオン透過膜にあっては,特願平11−335
95の技術があった。イオン透過膜にあっては,メッキ
廃液の廃棄処分前処理としての技術があったまた農業用
水として地下水を利用する時に水質改善として透過膜を
利用する技術があった。電気メッキでは高濃度金属,高
濃度電解質の条件のもとに電気を通して付着させる技術
であった。電気防食では水道水等に微量の電気を長時間
通し水の微量金属を付着させる事と管(金属)からイオ
ンの放出を防ぐためにイオンの補充をする事により,錆
び(金属の酸化)を押さえる技術があった。電気メッ
キ,電気防食共に金属類を付着させる技術ではあるが取
り除くための技術ではなかった。
2. Description of the Related Art The amount of sludge to be discarded is enormous, and it is necessary to use technology for removing heavy metals contained in sludge when using it in any way. The harm was so great that removal techniques were needed. Conventionally, there have been a method using a chemical treatment and a method using an ion-permeable membrane. Techniques using heavy metals include electroplating, cathodic protection, and the like. For the ion permeable membrane, refer to Japanese Patent Application No. Hei 11-335.
There were 95 technologies. For ion permeable membranes, there was a technology as a pre-treatment for waste disposal of plating effluent, and there was a technology to use a permeable membrane to improve water quality when using groundwater as agricultural water. In electroplating, it was a technique of depositing through electricity under the conditions of high concentration metal and high concentration electrolyte. In cathodic protection, rust (oxidation of metal) is suppressed by passing a trace amount of electricity through tap water for a long time to attach a trace amount of metal to the water and replenishing ions to prevent the release of ions from the pipe (metal). There was technology. Both electroplating and cathodic protection are techniques for attaching metals, but not techniques for removing metals.

【0003】[0003]

【発明が解決しようとする課題】汚泥中の重金属を電気
泳動による分離が考えられるが,イオン透過膜式では膜
の目詰まりが大きな課題として挙げられる。特願平11
−33595の技術にあっては,処理する量に対する記
載がなく,透過膜の目詰まりが大きな課題として挙げら
れる。
The separation of heavy metals in sludge by electrophoresis can be considered, but clogging of the membrane is a major problem in the ion permeable membrane system. Japanese Patent Application 11
In the technique of No. 33595, there is no description about the amount to be treated, and clogging of the permeable membrane is mentioned as a major problem.

【0004】[0004]

【解決するための手段】膜式分離法では汚泥と言う物の
性質上目がつまるので,同じ電気泳動ではあるが,水中
に汚泥を上から入れ粒子が落ちていく時に,水平方向に
電気を流して,陰極側に重金属類を集めて排出する分離
手段を採用。
[Means to be Solved] In the membrane type separation method, since the nature of the substance called sludge is dull, the same electrophoresis is carried out. However, when the sludge is put into water and the particles fall, the electricity is applied horizontally. Separation means is used to collect heavy metals on the cathode side and discharge them.

【0005】[0005]

【発明の実施形態】本発明は汚泥を水中に上から入れて
粒子が沈降する時に水平方向から電気を流しその力によ
り陰極側に重金属類を寄せ集め,水ごと排出することに
より,残りの汚泥分からは重金属類が少なくなる,と言
う基礎的な考え方である。電気泳動に関する基礎理論は
そのまま利用するので理論の詳細は省略する。汚泥を分
離する場合においては,そのままの水質では電解質が不
足するので電解質を補充して電気泳動に必要な分を混合
する。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention is characterized in that when sludge is put into water from above, electricity flows from a horizontal direction when particles settle, heavy metals are gathered to the cathode side by the force, and the remaining sludge is discharged together with water. The basic idea is that heavy metals will be reduced from the understanding. Since the basic theory regarding electrophoresis is used as it is, details of the theory are omitted. In the case of separating sludge, the electrolyte is replenished and the amount required for electrophoresis is mixed because the electrolyte is insufficient in the water quality as it is.

【0006】 基本技術の説明(技術的進歩性,新規
性) 汚泥を水の上から放流した場合その粒子は水との比重差
により,下に沈むその時,水平方向から電気を流すこと
により,重金属類は陰極側へ移動させる。粒子が沈降す
る原理と電気泳動により陰極側へ引き寄せる原理の組み
合わせの新しい技術である。(選別分離に電気泳動と沈
殿を併用) 分離の方法では本発明は選別分離と位置付けられ絞り出
す方式とは基本的に違う思想である。(電気泳動による
移動と絞り出しの違い) 沈殿してきたところに重金属類が混じらないように最下
部付近に壁を設けて分離して排出する自然の摂理利用し
た新しい技術である。沈殿電気泳動併用分離方式と仮
称,以降併用方式と記載する イオン透過膜にあっては,特願平11−33595の技
術が公開されているので(以降膜式と記載)対比しなが
ら説明する。 1,分離膜による区画については汚泥と言う物の性質上
膜の目詰まりは重要な要件であり目の部分を他の物資で
ふさぐ事は容易に考えられ,対策が必要である、少量の
場合は問題が表面化しないが大量に処理するとなると,
避けて通れない問題なので併用方式に優位性がある。 2,汚泥をスラリー状で分離出来ると記載があるが,確
かに出来ることは出来るがイオン化された分子が他の物
質を押しのけて陰極にたどり付くまでの移動エネルギー
を必要とする,且つ分離膜をつき抜けるためのエネルギ
ーも必要。よって汚泥を水に混ぜて沈降する時に移動さ
せる併用方式に優位性がある。(スラリーに付いての一
般的な解釈はヘドロ状から水分を取り除いてマヨネーズ
程度の状態をスラリーと言われている) 理由としてイオン化された物が自由に通れるスペースを
水により確保されているので押しのける為の運動のエネ
ルギーと膜を通過するための運動のエネエルギーが少な
くなるので併用方式に優位性がある。(粒状での移動が
可能になる) 3,上記事柄は汚泥の処理する時間とも連動するので汚
泥を短時間に処理するには併用式に優位性がある。重金
属がイオン化するまでの時間とイオン化されたものが電
極に,たどり付く迄の時間を分けて考えると,電気泳動
における力学的力の量は余り大きくないと考えられ,障
害物が無い方に優位性がある。当然重金属の種類,粒子
の大きさ,かける電気の量(クーロン値)等により特定
は出来ないが,障害物を押しのける時間的ロスは考えら
れる。処理時間は短いほど優位性がある,よって併用式
に優位性がある。 4,陰極側に多量の水を流し電解質を確保する件に関し
ては他の技術(電解水の製造)では電解質として,塩化
カリ(KCl),塩化ナトリュム(NaCl食塩),等
を入れているので,汚泥に電解質を入れて電導性を良く
する事は他の技術との組み合わせの技術ではある。水中
の電導性を良くすれば重金属類のイオン化に支障はない
が,その物質が電解物質でもあるので,同意語として電
解物質と表現した。(水中電導改良剤) 5,膜式と併用式で併用式の劣る点は陰極側にも関係な
く汚泥が混入する点ではあるが,装置から排出する量を
陰極側で少なく陽極側で多くする事により,問題を緩和
する。(陰極側の分離精度と言う点では併用式は膜式に
劣る) 6,前項の捕充装置として再分離装置を必要により設け
ることも可能。陰極側からでた物を再度別の併用式装置
に通し精度を上げる事も可能。 7,分離された陽極側の排出物は問題が無いので絶対条
件の量の確保に特徴がある。
Description of basic technology (technical inventive step, novelty) When sludge is discharged from the water, the particles sink down due to the difference in specific gravity with water, and at that time, when electricity flows from the horizontal direction, heavy metal Are moved to the cathode side. This is a new technology that combines the principle of particle settling and the principle of attracting to the cathode side by electrophoresis. (Combined Use of Electrophoresis and Precipitation for Separation and Separation) In the method of separation, the present invention is basically a different idea from the method of squeezing which is positioned as the separation and separation. (Difference between movement by electrophoresis and squeezing) This is a new technology that uses a natural providence that separates and discharges a wall near the bottom so that heavy metals do not mix with the precipitate. The ion-permeable membrane, which is tentatively referred to as a precipitation electrophoresis combined separation method and hereinafter referred to as a combined method, will be described in comparison with the technology of Japanese Patent Application No. 11-33595 (hereinafter referred to as a membrane type). 1. Due to the nature of what is called sludge, the clogging of the membrane is an important requirement, and it is easy to cover the eye area with other materials. Problems do not surface, but when dealing with large quantities,
The combination method has an advantage because it is an unavoidable problem. 2. It is described that sludge can be separated in slurry form, but it is possible to do it, but it requires transfer energy for ionized molecules to displace other substances and reach the cathode. Energy is needed to get through. Therefore, there is an advantage in the combined use method in which sludge is mixed with water and moved when settling. (The general interpretation of slurry is to remove water from the sludge, and the state of about mayonnaise is said to be slurry.) The reason is that water secures the space where ionized material can pass freely, so it is pushed away The combined system has an advantage because the energy of the movement for the movement and the energy of the movement for passing through the membrane are reduced. (It is possible to move in granular form.) 3. The above-mentioned design is linked to the sludge treatment time, so the combination type is superior in treating sludge in a short time. Considering the time until the heavy metal is ionized and the time until the ionized material reaches the electrode, the amount of mechanical force in electrophoresis is considered to be not so large, which is superior to those without obstacles. There is. Naturally, it cannot be specified by the type of heavy metal, the size of the particles, the amount of electricity to be applied (Coulomb value), etc., but a time loss of pushing an obstacle can be considered. The shorter the processing time is, the more advantageous it is. Therefore, the combination type has an advantage. 4. Regarding the matter of flowing a large amount of water on the cathode side to secure the electrolyte, other technologies (production of electrolytic water) use potassium chloride (KCl), sodium chloride (NaCl salt), etc. as the electrolyte. Improving electrical conductivity by adding electrolyte to sludge is a technique in combination with other techniques. Improving the conductivity in water does not hinder the ionization of heavy metals, but the substance is also an electrolyte, so the term synonymous with electrolyte was used. (Underwater conductivity improver) 5. The inferiority of the combined type between the membrane type and the combined type is that sludge is mixed in regardless of the cathode side. Alleviate the problem. (The combined use type is inferior to the membrane type in terms of the separation accuracy on the cathode side.) It is also possible to increase the accuracy by passing the material from the cathode side through another combined device again. 7. Since there is no problem with the separated anode-side discharge, there is a feature in securing an absolute condition amount.

【0007】 汚泥についての範囲 通常汚泥と称される物については汚い泥と定義されるが
この発明における汚泥とは下記に記載するもの等を汚泥
と定義する。 1,汚水処理,上水処理より排出される沈殿物 2,河川,沼,運河,ダムより浚渫される沈殿物 3,焼却灰を重金属類除去のため水に溶いたもの 4,農地、住宅地等の汚染土壌全般で重金属類除去のた
め水に溶いたもの
[0007] Scope of sludge [0007] What is usually called sludge is defined as dirty sludge. In the present invention, the sludge described below is defined as sludge. 1. Sediment discharged from sewage treatment and water treatment 2. Sediment dredged from rivers, swamps, canals, and dams 3. Incinerated ash dissolved in water to remove heavy metals 4. Agricultural land, residential area Dissolved in water to remove heavy metals in general contaminated soil such as

【0008】以降具体的説明を図面と共に説明する。図
1では全体を構成するスケルトン斜視図であり槽の両端
の側壁に電極を取り付け,その電極間をつなぐ配線を設
け,配線の間に直流電源を設置し,丸+と表示がある方
に+電源を接続する,丸−と表示がある方に−電源を接
続する。槽の1面の全体に電極板を取り付けてあること
が重要で,電気を流した場合,面から面へ電気が流れる
ことが重要で,棒,網の様な形状では流れる電流にむら
が出るので,電流があたらない部分にイオン化のむらが
出る事と重金属の移動にむらがでるので,好ましくな
い。絶対条件ではないが通常のときは陽極面から陰極面
へ直線的に流れるものとする,迂回的に流れる事もある
が電流の量は減少する。槽の上面から汚泥水を入れる管
を設けて汚泥水を入れて陰極に引き付けられた重金属類
を水と一緒に排出する管(4)より排出し,残りの汚泥
水は管(5)より排出する。注入する量と排出する量を
同じ量にして且つ陰極側排出と陽極側排出は1:5〜
1:20程度の割合で陽極側排出を大きくする。流量の
調整に各管に弁を設け調整する。水位センサーにより流
入量を調整しても同様。図2と図3は汚泥水を連続的に
槽に入れ、入った分を排出したときに電気を通した,断
面模式図である。図2では汚泥水から重金属類が陰極側
へ引き寄せられ,電極へ付着するものと付き切らず沈殿
する様子を記載した。残りの汚泥は水と一緒に陽極側か
ら排出される様子を記載した。槽の底の部分に突起を設
けているので重金属類が沈殿しても陽極側へ行かない事
を表現し,陰極側へも汚泥が混じることも合わせて表現
している。そこで陰極陽極の排出量に差を付けた理由が
理解出来る。ここで重要なことは陽極側には重金属類が
除去されていることであり,陰極側の重金属類に汚泥分
が混じることは問題が小さい。理由として陰極側の排出
物のみを再度別の槽で分離する事が出来る。(装置を2
段階又は多段階で順番に分離する事が出来るし排出され
る量は順番に少なくなる,第2段階以降の陽極側の分は
順番に前段階に戻す事も出来る。(図10) 図3では汚泥水に食塩を添加して流した時の変化の様子
を記載した。汚泥水に対し電気が均一にかかることを表
現しよってイオン化が均一になる。表層は食塩水域,陽
極側は下に行くほど酸性が強くなり,陰極側は下に行く
ほどアルカリが強くなり,底の部分での両極の中間で
は,電解質の不足する部分が出来て,電気が迂回して流
れる様子を表現している。注入口については図4に示す
ように管の円周方向から水を出す方式で切りはふさぐ、
これにより汚泥水を水平方向に分散給水する事を表現し
た。図2と図3は同時に起きる現象であるが,解り易く
するために2枚の図面で表現した。
Hereinafter, a specific description will be given with reference to the drawings. FIG. 1 is a perspective view of a skeleton constituting the whole. Electrodes are attached to both side walls of the tank, wiring is provided between the electrodes, and a DC power supply is provided between the wirings. Connect the power supply. Connect the power supply to the one marked with a circle. It is important that the electrode plate is attached to the entire surface of the tank, and when electricity flows, it is important that the current flows from surface to surface. Therefore, it is not preferable because the ionization becomes uneven in the portion where the current is not applied and the movement of the heavy metal becomes uneven. Although not an absolute condition, it is assumed that the current flows in a straight line from the anode surface to the cathode surface in a normal state. A pipe for sludge water is provided from the upper surface of the tank, and the sludge water is put in. The heavy metals attracted to the cathode are discharged from the pipe (4) that discharges the water together with the water, and the remaining sludge water is discharged from the pipe (5). I do. The amount to be injected and the amount to be discharged are the same, and the discharge on the cathode side and the discharge on the anode side are 1: 5
The discharge on the anode side is increased at a ratio of about 1:20. A valve is provided for each pipe to adjust the flow rate. The same is true even if the inflow is adjusted with a water level sensor. FIG. 2 and FIG. 3 are schematic cross-sectional views in which the sludge water is continuously put into the tank, and electricity is supplied when the sludge water is discharged. FIG. 2 shows that heavy metals are attracted to the cathode side from the sludge water and settle without being attached to the electrode and settle down. It is described that the remaining sludge is discharged from the anode side together with water. The projections are provided at the bottom of the tank, so that even if heavy metals settle, it does not go to the anode side, and it also expresses that sludge mixes on the cathode side. Therefore, the reason why the discharge amount of the cathode and anode is made different can be understood. What is important here is that heavy metals are removed on the anode side, and there is little problem that sludge is mixed with heavy metals on the cathode side. The reason is that only the discharge on the cathode side can be separated again in another tank. (2 devices
Separation can be performed sequentially in stages or in multiple stages, and the amount discharged is reduced in order. The anode side after the second stage can be returned to the previous stage in order. (FIG. 10) FIG. 3 shows the state of change when salt is added to sludge water and then flows. Ionization becomes uniform by expressing that electricity is uniformly applied to the sludge water. The surface layer is a saline solution area, the anode side becomes more acidic as it goes down, the cathode side becomes more alkaline as it goes down, and in the middle of both poles at the bottom part, there is a shortage of electrolyte and electricity is generated. It expresses the state of flowing around. As for the inlet, as shown in Fig. 4, the water is discharged from the circumferential direction of the pipe.
By this, it was expressed that the sludge water was distributed and supplied in the horizontal direction. 2 and 3 are phenomena occurring at the same time, but are shown in two drawings for easy understanding.

【0009】図5では基本思想,基本原理は前記(00
08)と同じであるが円筒形にすることにより中心に電
極棒,周囲を電極板とする。構成を説明すると,円筒形
の槽(11)の軸の中心に電極棒(21)を設け槽の内
側円周方向に電極板(3)を取り付け,電極間を電線
(8)で接続し,その間に電源(9)を配置し,電極の
下には漏斗(53)を取り付け,漏斗の下の部分より排
出管(5)を下に勾配を付け配管し,槽の外迄出し外の
配管部分に流量調節弁(51)を取り付け,槽の底の形
状を漏斗型とし最下部に排出管(4)を取り付け,その
途中に流量調節弁(41)を取り付け,槽より上部に注
入管(7)の注入口(73)を取り付け,注入管には流
量調節弁(72)をとりつける。注入管を取り付ける場
合に槽の接線方向から入れるように取り付ける事により
汚泥水が回転しながら沈降させるとより有効である。回
転させる方向は上から見て左回転がが望ましい。(地球
の北半球の場合) 容器から排水をしているので左回りが良い。このとき槽
の内側の電極板を陽極,電極棒を陰極とし電極間に電気
を流して重金属類を引き寄せて排出する。円周から中心
に向かって電気を流すことにより電極棒付近では電流密
度が高くなるため重金属類を強く引き付けられるので効
率が良い。ここのところが角型の槽(前記)にはない大
きなメリットである。然らば多角形の槽ならばどうなる
かと言えば多角形の究極が円であるから円が良い。(回
転させる意味でも円筒形にメリットがある) 矩形でも回転が無くなること,電極間の距離が違うこと
等のデメリットはあるが中央に集中することで引き付け
る力が強いので利用は可能である。注入口については単
なる管の切り口ではあるが出口の流速を2m/s程度に
するように定めた断面の切り口とする。(余り遅いのも
回転力を与えられないし,早過ぎるのは槽の水が跳ねる
し,無駄である)
In FIG. 5, the basic concept and the basic principle
08), except that the electrode rod is provided at the center and the periphery thereof is provided as an electrode plate by making it cylindrical. To explain the configuration, an electrode rod (21) is provided at the center of the axis of a cylindrical tank (11), an electrode plate (3) is attached in a circumferential direction inside the tank, and the electrodes are connected by an electric wire (8). In the meantime, a power source (9) is arranged, a funnel (53) is attached below the electrode, a discharge pipe (5) is inclined downward from the lower part of the funnel, and the pipe is extended to the outside of the tank. A flow control valve (51) is attached to the part, the bottom of the tank is shaped like a funnel, a discharge pipe (4) is mounted at the bottom, a flow control valve (41) is mounted in the middle, and an injection pipe ( The injection port (73) of 7) is attached, and the flow control valve (72) is attached to the injection pipe. When the injection pipe is installed, it is more effective that the sludge water is settled while rotating by installing the injection pipe so as to be inserted from the tangential direction of the tank. The direction of rotation is desirably left rotation when viewed from above. (In the case of the northern hemisphere of the earth) Since the water is drained from the container, counterclockwise is good. At this time, with the electrode plate inside the tank as the anode and the electrode rod as the cathode, electricity flows between the electrodes to attract and discharge heavy metals. By passing electricity from the circumference to the center, the current density increases near the electrode rods, and heavy metals can be strongly attracted, resulting in high efficiency. This is a great merit not found in the rectangular tank (described above). Speaking of what happens to a polygonal tank, a circle is good because the ultimate polygon is a circle. (Cylindrical is also advantageous in terms of rotation.) Even in a rectangular shape, there are disadvantages such as no rotation and the distance between the electrodes is different, but since it is concentrated at the center, the attractive force is strong, so it can be used. The inlet is merely a cut of the pipe, but a cut of a cross section determined so that the flow velocity at the outlet is about 2 m / s. (If it is too slow, it will not be given a turning force, and if it is too early, the water in the tank will splash and be wasted.)

【0010】樋式では基本思想,基本原理は今までの説
明を引き継ぐものとするが,図1での方向表示で説明す
ると,Y方向を大きくXZ方向を小さくしたものを樋と
言う名称に替わる。違う特徴を下記1,2に記載する。 1,水面から底までの距離が短いことにより底の部分に
汚泥の粒子が沈殿し沈殿した部分に電流密度をかける
(電気を流す)事によりイオン化の効率を上げる思想で
ある。(表層部は迂回電流) 2,汚泥水は電気分解をしつつ且つ沈殿しつつ下流側へ
流れる訳ではあるが,電解物質を全量先に入れるよりも
分解の程度に応じて追加する方が添加する量が少なくて
すむ。構成を説明すると樋(12)に勾配を付けて設置
し側面の片方に電極棒(21)を数個連続的に設置し,
反対側の側面にも同様に電極棒(31)配置し,対行す
る電極間を電線(8)で接続し,その間に電源(9)及
び電流計(91)を取り付け,各電極間の電流量に対応
する電動弁(101)を取り付け電解物質を注入する管
(10)を設け,樋の底の形状は,上流側は水平で,途
中から軸方向に凸状の隆起(6)を持たせ出口付近で最
大にし,最下部に各排出口を設ける。槽式では粒子が落
ちる途中に電流を流して,より分ける思想,樋式では途
中よりも落ちてきた底の部分で落としながら電気を流し
て,より分ける思想である。基本思想の変形方法,装置
である。陰極においては重金属類が付着するものと沈殿
するものがあるがこびり付いた部分を物理的力で取り払
うには浅いので都合が良い。槽式,樋式どちらが良いか
は,汚泥中に含まれる重金属の種類と含有量,処理すべ
き汚泥量等により選択される。
In the gutter type, the basic concept and the basic principle are taken over from the description so far. However, if the direction display in FIG. 1 is used, the one in which the Y direction is large and the XZ direction is small is replaced with the name of a gutter. . The different features are described in 1 and 2 below. 1. The idea is to increase the ionization efficiency by applying a current density (passing electricity) to the sludge particles that settle at the bottom part due to the short distance from the water surface to the bottom, and settle. (Surface current is a bypass current.) 2. Sludge water flows downstream while electrolyzing and precipitating, but it is better to add the electrolyte according to the degree of decomposition than to add the entire amount of electrolyte first. The amount to do is small. To explain the configuration, the gutter (12) is installed with a gradient, and several electrode rods (21) are installed continuously on one side of the side surface.
Similarly, an electrode rod (31) is arranged on the opposite side, and the electrodes facing each other are connected by an electric wire (8). A power supply (9) and an ammeter (91) are attached between them, and the current between each electrode is set. A motor-operated valve (101) corresponding to the amount is provided, and a pipe (10) for injecting an electrolyte is provided. The bottom of the gutter has a horizontal protuberance on the upstream side and a convex (6) protruding in the axial direction from the middle. The outlet is maximized near the outlet and each outlet is provided at the bottom. In the tank type, the idea is to separate the current by flowing an electric current while the particles fall, and in the gutter type, the idea is to separate the current by flowing the electricity while dropping at the bottom part that has fallen down. It is a method and device for transforming the basic idea. In the cathode, there are those where heavy metals adhere and those which precipitate, but it is convenient to remove the stuck part with physical force, since it is shallow. Which of the tank type and the gutter type is better depends on the type and content of heavy metal contained in the sludge, the amount of sludge to be treated, and the like.

【0011】共通項目の説明 1,電気泳動を利用するので金属の種類により早いもの
と遅いものが出る。 2,汚泥中の金属類全体に電気をかけるので金属の種類
を選ぶことは出来ない。(イオン化傾向の大きい順に変
化するので直接の選択分離は出来ない,植物に必要とさ
れる元素のうちカリュウムK,カルシュウムCa等も陰
極側へ移動する)重金属類はイオン化傾向が小さいので
その事に標準を合わせるとK,Ca等はその前に移動し
てしまうので,この装置,この方法では一回の選択分離
では出来ないが,重金属類を取り除く前に電流値を下げ
て分離をすればK,Ca等はある程度,抽出可能であ
る。(請求項10に記載)(前処理装置,図10に示
す) 3,イオン化の量は流れる電流と時間の積により決ま
る。(クーロン値)(電解質を添加して水中電極間を流
すことの出来る電流量を大きくしている) 4,上記事柄より電極間の電圧は陽極側から排出される
重金属の量を計測し,その数値に対応し電圧を定める。
(請求項3に記載) 5,陰極においては重金属類が付着するものと沈殿する
ものがある 6,同上余り付着が多いと電導性能を下げるものもある
(例カルシュウム等) 7,同上陰極にあっては逆電圧,酸洗い,ブラッシング
等の定期清掃が必要。逆電圧を微小時間,定期的に通電
を繰り返すことにより,陰極に付着する量を制限するこ
とは装置その物を変えないで保守,管理が可能なので有
効に機能するので請求項11に記載した。 8,陽極側にあっては金属類を使うとイオンの放出によ
り溶出現象(電食)が起きる。(イオン化傾向の小さい
金属使用により緩和は可能) 9,槽からは塩素,水素,酸素等のガスが出るので対応
の必要がある。 10,電気泳動により汚泥中の細菌,虫,虫の卵,植物
の種は変質,死滅する。(他の分野で殺菌方法として利
用している例がある。...細胞の中も電気分解をされ
てしまうと考えられる)
Description of common items 1. Since electrophoresis is used, some of the metals are faster and others are slower. 2. Electricity is applied to all the metals in the sludge, so the type of metal cannot be selected. (Since it changes in descending order of ionization tendency, direct selective separation is not possible. Among elements required for plants, calcium K and calcium Ca also move to the cathode side.) Heavy metals have a low ionization tendency, so If the standard is adjusted, K, Ca, etc. will move before that, so this device and this method cannot perform a single selective separation. However, if the current value is lowered before removing heavy metals, K , Ca, etc. can be extracted to some extent. (Claim 10) (Pretreatment device, shown in FIG. 10) 3. The amount of ionization is determined by the product of flowing current and time. (Coulomb value) (The amount of current that can flow between the electrodes underwater is increased by adding an electrolyte.) 4, The voltage between the electrodes measures the amount of heavy metal discharged from the anode side, and Determine the voltage according to the numerical value.
(Claim 3) 5, Some of the cathodes are those to which heavy metals adhere and others are precipitated. 6. If there is too much adhesion, there is also one that lowers the electrical conductivity (eg, calcium). Periodic cleaning such as reverse voltage, pickling, and brushing is required. The present invention is described in claim 11. By limiting the amount of adhesion to the cathode by repeating the application of a reverse voltage for a short period of time periodically, since maintenance and management can be performed without changing the device itself, it is effective. 8. When metals are used on the anode side, the elution phenomenon (electrolytic corrosion) occurs due to the release of ions. (Reduction is possible by using a metal with a low ionization tendency.) 9. Since gases such as chlorine, hydrogen, and oxygen are emitted from the tank, it is necessary to take measures. 10. Bacteria, insects, insect eggs, and plant species in the sludge are altered or killed by electrophoresis. (There is an example where it is used as a sterilization method in other fields ... It is considered that cells are also electrolyzed.)

【0012】素材としての説明,方法及び装置の必要性
の説明。 前段落(10)に記載される殺虫,殺菌,重金属類除
去,を兼ね備える汚泥は,新しい素材としての価値があ
ると考える。基本的に農業分野への用途でありその用途
価値として1,有機農業用植生材としての価値2,堆
肥,コンポスト用の基礎資材としての価値3,汚泥を蒸
し焼きにして炭を作る素材としての価値,以上のように
重金属を除くこと殺菌,殺虫をすることを合わせ持つ事
により,薬品や加熱による殺菌殺虫とは違う意味での農
業用基礎資材と位置付けられる。更に付け加えるなら
ば,汚泥その物の捨て場所が限界に来ている事は言うに
及ばづ,捨てる行為その物が立ち行かない現状にあるこ
とは言うまでもない。焼却処分はそれなりに燃料を使い
炭酸ガスを出す訳であるから,地球環境に,良いことで
はない。従って例え「へ泥」「汚泥」と言えど捨てるこ
とに何らの価値はなく,使えるようにすることに意義が
あり,それ相応の(有機物の含有量が多い)特色を持つ
うち不都合な部分(重金属類,害虫,病原菌)を取り除
いた汚泥は価値が出る。保存をするには有用菌を保存に
充分な量を入れて他の悪性菌から守った無害化された汚
泥ともいえる。この汚泥を「無害化汚泥」と仮称し説明
をする。良性の菌で悪性の菌の繁殖を制限することは微
生物農薬と近い考え方である。バクト菌,YOK菌,E
M菌等の存在,利用の事例があるので有効に機能する
為,新しい素材として有用である。(好気,嫌気両用又
は嫌気性菌が良い) 身近な例としては「ナットウ」が挙げられ他の菌に優先
し菌で他の菌を制していることは公知の事である。従っ
て,「無害化汚泥」は新しい素材である。短期分解成分
を多量に含む汚泥を無菌の状態を長時間保存するのは他
の雑菌により爆発的に増える可能性があるので、菌を入
れて保存する方法は無菌状態のものでは必要である。
(有用菌による分解の進行は支障無い) 特に嫌気状態においてはメタンガス,硫化水素ガスが出
る可能性,悪性の菌の繁殖に注意を要する,従って良性
の菌を入れて保護することは重要である。乾燥保存が当
然考えられるがその事との比較では,乾燥させるための
コストは価格に上乗せになり無害化汚泥と言えど経済性
を失い,使うときは水を入れ使うので,乾燥工程を省い
て,そのまま保存することが望ましく,そのためには有
用菌による保存が有用である。本来,汚泥とは捨てる為
の名称で,利用する為の別名を付ける必要がある。汚泥
から重金属が除かれている条件で用途,方法に出願人申
請の養液栽培用培地として,特願平11−18223
1,有機物の分解方法として,特願平11−21572
0、以上2件の出願と関連するものであり,利用価値を
付け,使う事による環境保全を担う素材となる。汚泥を
蒸し焼きにして炭を作るとした場合も,先に重金属類を
除去する方が,効率が良い。(後からでは電気泳動に時
間が掛かる) 汚泥を焼却処分とした場合は,灰の中に高濃度で含まれ
るので使う、捨てる関係無く灰から重金属類を除くべき
であろう。汚泥を仮に捨てる又は埋設処分にするにして
も重金属類を除去しなければ将来地下水に浸透すること
は考えられ,法律が有る無しに関わらず除去する事が望
まれる。
Description of the material and the necessity of the method and apparatus. The sludge described in the preceding paragraph (10), which combines insecticide, sterilization, and heavy metal removal, is considered to be valuable as a new material. It is basically used in the agricultural field and its value as 1, 1, as a vegetation material for organic agriculture 2, as a basic material for compost and compost 3, as a material to make charcoal by steaming sludge As mentioned above, by removing heavy metals and sterilizing and killing insects, it is regarded as a basic agricultural material in a different sense from sterilization and killing by chemicals or heating. To add further, it goes without saying that the place where sludge itself is dumped has reached its limit, and it is needless to say that the act of throwing sludge is not going to go. Incineration is not a good thing for the global environment because it uses fuel and emits carbon dioxide. Therefore, there is no value in discarding even “hed” or “sludge”, and it is meaningful to be able to use it, and the inconvenient part (with a large amount of organic matter) ( Sludge from which heavy metals, pests and pathogens have been removed is valuable. For preservation, it can be said that the sludge is detoxified by adding useful bacteria in an amount sufficient for preservation and protecting it from other malignant bacteria. This sludge is tentatively called “detoxified sludge” and will be described. Limiting the growth of malignant bacteria with benign bacteria is a concept similar to microbial pesticides. Bacterium, YOK, E
It is useful as a new material because it functions effectively because there are examples of the existence and use of M bacteria and the like. (Aerobic, anaerobic or anaerobic bacteria are good.) A familiar example is "natto", and it is known that bacteria control other bacteria in preference to other bacteria. Therefore, detoxified sludge is a new material. Storing sludge containing a large amount of short-term decomposition components in a sterile state for a long time may explosively increase due to other germs, and therefore a method of storing bacteria is necessary for a sterile state.
(Progress of decomposition by useful bacteria does not hinder) Especially in an anaerobic condition, methane gas and hydrogen sulfide gas may be emitted, and care must be taken for the propagation of malignant bacteria. Therefore, it is important to protect by adding benign bacteria . Dry storage can be considered as a matter of course, but in comparison with that, the cost of drying is added to the price, and even if it is detoxified sludge, it loses economical efficiency. However, it is desirable to preserve it as it is, and for that purpose, it is useful to preserve it with useful bacteria. Originally, sludge is a name to be discarded, and it is necessary to give an alias to use it. As a culture medium for nutrient cultivation, which has been applied by the applicant under the condition that heavy metals are removed from the sludge, Japanese Patent Application No. 11-18223.
1. As a method for decomposing organic substances, Japanese Patent Application No. 11-21572
0, which is related to the above two applications, and is a material that gives value to use and contributes to environmental preservation through use. Even when charcoal is made by steaming sludge, it is more efficient to remove heavy metals first. (Electrophoresis takes time afterwards.) When sludge is incinerated, heavy metals are contained in the ash, so heavy metals should be removed from the ash regardless of whether it is used or discarded. Even if the sludge is discarded or buried, it is likely that if heavy metals are not removed, it will penetrate into groundwater in the future, and it is desirable to remove it regardless of whether there is a law.

【0013】装置の制約この発明は電気泳動と沈殿作用
を利用したものであるから大きさ等に制約がでるのでお
およその数値と説明を下記に記す。 1,電極間の距離は150mm程度以上5000mm程
度以下。 2,槽の水深は500mm程度以上8000mm程度以
下。 3,電極間にかける電圧は5V程度以上400V程度以
下。 4,電解質の混合比は0.01%程度以上15%程度以
下。(対水の重量比)(電解質濃度と通電性能は高濃度
では比例しないので無駄になる,害も出る) 5,汚泥と水の混合比(汚泥濃度)は0、1%程度以上
25%程度以下。(汚泥は乾燥状態とした時の重量換
算) 6,槽の容量は流入(流出)水量の20分間程度以上6
時間程度以下。 7,樋式にあっては樋の勾配は1/300程度以上1/
100程度以下。 8,樋式にあっては樋の長さは5m程度以上50m程度
以下。 9,逆電圧をかける時間は0.5秒程度以上120秒程
度以下。 10,通常電圧から逆電圧への切り替え間隔は10秒以
上10分程度以下。 逆電圧は電極間の距離,隆起までの距離,汚泥の重金属
種類,濃度等により,微妙なバランス上に成り立つので
特定は出来ないが分離とは間接的に関連するが陰極側へ
の付着を制限する事なので逆電圧時間は少ない方が良
く,付着状態を測定して間隔,逆電圧時間及び間隔を決
定する。(逆電圧でもイオン化は同じ) 逆電圧の代わりに交流電流を流すことも出来る。付着物
を前処理装置としてK,Ca先に抽出して,その後重金
属を除く専用装置として組み合わせる方法がある。大量
の汚泥を処理するためには時間的制約(1日に処理すべ
き量)もあるので装置を1ユニットと設定しユニットを
複数設ける方法を設定している。
Since the present invention utilizes electrophoresis and sedimentation, the size and the like are limited. Therefore, approximate numerical values and explanations will be given below. 1. The distance between the electrodes is about 150 mm or more and about 5000 mm or less. 2. The water depth of the tank is about 500 mm or more and about 8000 mm or less. 3. The voltage applied between the electrodes is about 5 V or more and about 400 V or less. 4. The mixing ratio of the electrolyte is about 0.01% or more and about 15% or less. (Weight ratio to water) (Electrolyte concentration and energization performance are not proportional at high concentration, so waste and harm occur.) 5, Mixing ratio of sludge and water (sludge concentration) is about 0, 1% or more and about 25% Less than. (The sludge is converted to the weight when it is in a dry state.) 6. The capacity of the tank is about 20 minutes or more of the inflow (outflow) water volume.
Less than about an hour. 7. In the gutter type, the slope of the gutter is about 1/300 or more and 1 /
Less than about 100. 8. In the gutter type, the length of the gutter is about 5 m or more and about 50 m or less. 9. The time for applying the reverse voltage is about 0.5 seconds or more and about 120 seconds or less. 10. The switching interval from the normal voltage to the reverse voltage is 10 seconds or more and 10 minutes or less. The reverse voltage is delicately balanced depending on the distance between the electrodes, the distance to the bulge, the type of heavy metal in the sludge, the concentration, etc., so it cannot be specified, but it is indirectly related to separation, but restricts adhesion to the cathode side. Therefore, it is better that the reverse voltage time is small, and the adhesion state is measured to determine the interval, the reverse voltage time and the interval. (Ionization is the same with reverse voltage.) Instead of reverse voltage, an alternating current can be passed. As a pretreatment device, there is a method in which the attached matter is extracted into K and Ca first, and then combined as a dedicated device for removing heavy metals. In order to treat a large amount of sludge, there is also a time constraint (the amount to be treated per day). Therefore, the method is set to one unit and a plurality of units are provided.

【0014】汚泥の重金属を除く装置のフローシートを
図10により説明する。 1,一次処理装置を複数設けて処理能力に対応すること
を表現した。 2,二次処理装置により陰極側の汚泥を回収することを
表現した。 3,三次処理装置により陰極側の汚泥の精度を上げ回収
することを表現した。 4,前処理装置により陰極側から有用元素回収すること
を表現した。 5,出口が大小で書いたのは陰極側の排出量が小さいこ
とを表現している。 1次から4次までの連続処理を表現したが主目的は汚泥
からの重金属の除去であるから1次処理で事は足りる
が,重金属類の分離精度を上げるために,2〜3次の装
置を連動させた。
A flow sheet of an apparatus for removing heavy metals from sludge will be described with reference to FIG. 1. It is expressed that a plurality of primary processing units are provided to cope with the processing capacity. 2. Expressing that the sludge on the cathode side is collected by the secondary treatment device. 3. Expressed that the accuracy of sludge on the cathode side was increased and collected by the tertiary treatment device. 4. Expressing that useful elements are recovered from the cathode side by the pretreatment device. 5. The fact that the exit is large or small expresses that the amount of emission on the cathode side is small. Although the primary treatment was expressed as a continuous treatment from the first to the fourth, the primary purpose is to remove heavy metals from sludge, so primary treatment is sufficient. However, in order to increase the separation accuracy of heavy metals, a secondary or tertiary device is required. Was linked.

【0015】装置の運転操作の概要を図13のフローシ
ートと共に説明する。 1、図面中で検出部を二重丸で表現し対応する制御部品
を丸にXで表現し,点線矢印は陰極側排出を表現し,実
線は陽極側と,その他の流れを表現している。点線曲線
で結んだものは関連状態を表現している。 2、混合攪拌槽では汚泥と水を混合し,それを攪拌し,
槽全体の濃度が均一化することを表現している 3,混合攪拌槽で電解水が所定の濃度に調整することを
表現した。 4,1次処理では陽極側から排出される汚泥中の重金属
を測定し,それに対応する,電圧を調整する事と,入出
の量を調整することと,陽極と陰極の排出の割合を調整
することが可能なことを表現した。 5,2次,3次,n次(nは多数のときの最後の番号記
号)も同様であるが省略して表現している。 6,抽出処理では陰極側で検出するが電気量,流量共に
一定としK,Caを取り出すので重金属類が検出された
ら電圧を下げる。(前処理分離装置) 7,イオン化の量は電流の量(電流×時間)により決ま
るのでこの事に当てはまる事柄は全て変動可能ではある
が,通常は下記により順番に固定化する。 イ,初期計画において処理すべき汚泥の量より1次処理
装置の大きさと装置数。 ロ,装置の大きさにより電極間の距離及び通常寸法。 ハ,1装置の処理量によりおおよその流量と口径。 ニ,初期計画により装置次数。(何次処理まで設ける
か) ホ,テスト運転により電圧の仮設定,弁の開閉度調整。 従って通常の装置での可変可能なものは電圧と口径に相
当する弁が対象となり他の部分で変動することは出来な
いことはないが,陽極側検出には電圧を変化させる事に
より対応するのが適切。緊急的には弁を締める。陰極,
陽極の排出割合を弁により調整。電圧の対応は電源を直
列に配置し順番につなぎ合わせる数を加減することによ
り対応させる。
An outline of the operation of the apparatus will be described with reference to a flow sheet shown in FIG. 1. In the drawing, the detection part is represented by a double circle, the corresponding control parts are represented by a circle X, the dotted arrows represent the cathode side discharge, and the solid lines represent the anode side and other flows. . Those connected by dotted lines represent the related states. 2. In the mixing and mixing tank, mix the sludge and water, stir it,
It expresses that the concentration of the whole tank becomes uniform. 3. It expresses that the concentration of electrolytic water is adjusted to a predetermined concentration in the mixing and stirring tank. 4. In the primary treatment, measure the heavy metals in the sludge discharged from the anode side, adjust the voltage, adjust the amount of inflow and outflow, and adjust the ratio of the discharge of the anode and the cathode. Expressed that it is possible. The same applies to the fifth, second, third, and n-th (n is the last number sign in the case of a large number), but is abbreviated. 6. In the extraction process, detection is performed on the cathode side, but the amount of electricity and the flow rate are kept constant, and K and Ca are taken out. Therefore, when heavy metals are detected, the voltage is lowered. (Pretreatment separation device) 7. Since the amount of ionization is determined by the amount of current (current × time), all applicable matters can be varied, but usually fixed in order as follows. B. The size and number of primary treatment units based on the amount of sludge to be treated in the initial plan. B. Distance between electrodes and normal dimensions depending on the size of the device. C, Approximate flow rate and diameter depending on the throughput of one device. D. Equipment order based on initial plan. E. Temporary setting of voltage and adjustment of valve opening / closing by test operation. Therefore, the variables that can be changed in the normal device are the valves corresponding to the voltage and the aperture, and it is not impossible to change in other parts. However, the anode side detection can be handled by changing the voltage. Is appropriate. In an emergency, close the valve. cathode,
The discharge rate of the anode is adjusted by a valve. Voltages are handled by adjusting the number of power supplies arranged in series and connected in order.

【0016】汚泥と電気泳動に関する追加説明 汚泥中に含まれる重金属の形態は均一なものでなく下記
に表される。 1,金属粒子として存在する(化合物としての存在も含
む) 2,無機物,有機物に付着又は1部に存在する 3,無機物,有機物内に均等近い状態で存在する(殻の
中に存在を含む) 上記事柄より1,2は短時間でイオン化されたものが電
気泳動により陰極側へ移動が可能と考えられ,3の均一
状態に存在するものについては,この方式では粒子ごと
陰極側へ移動させる。金属粒子がイオン化されて水中を
泳ぎ,電極にたどり付く設定条件であるから沈殿分離と
の組み合わせにより実施可能となる設定条件である。付
着及び一部に存在する条件ではイオン化された粒子が,
元の粒子から離れる為の時間的余裕を必要とする。当然
存在のあり方,その量,その種類,により特定は出来な
いが離れることが多い。(離れない場合は下記の記載に
移行する) 粒子の中に均一又は近い状態,殻等に包まれている状態
での存在については,その粒子全体の中の金属分はイオ
ン化される訳であるから電気泳動反応はするので,その
ためには,移動するときの抵抗を小さくすることにより
成り立つ。従ってスラリー状,分離のための膜等は邪魔
をする存在となる。当然この粒子の中にも陽極側に行く
成分が存在することは考えられ,陰極側,陽極側、綱引
き状態の上で陰極側が勝てば陰極側へ移動する。従って
元来電気泳動の力学的力の量は小さい上に粒子内部で綱
引きをすると,益々力が弱くなるので汚泥粒子を水中に
浮遊させ,落ちるまでにイオン化をし,陰極側へ泳ぎ付
かせる思想の分離方式が汚泥においては有効である。当
然綱引きに負けて陽極側へ行く重金属を含む粒子がある
事もある,それを補完する為に重金属類の量を検出し電
圧を変える事による電流量変えてイオン化を促し調整す
る装置としている。説明が全体に関連するため説明を前
後に分けて記載した。
Additional Description of Sludge and Electrophoresis The form of heavy metals contained in sludge is not uniform but is shown below. 1. Exist as metal particles (including as compound) 2. Attach to or partially exist on inorganic and organic substances 3. Exist in an almost even state in inorganic and organic substances (including in shells) From the above facts, it is considered that the materials 1 and 2 ionized in a short time can be moved to the cathode side by electrophoresis, and those in the uniform state of 3 are moved to the cathode side together with the particles in this method. Since the metal particles are ionized, swim in water, and reach the electrode, this is a setting condition that can be implemented in combination with sedimentation and separation. Under conditions of attachment and partial presence, ionized particles
It requires time to move away from the original particle. Of course, it cannot be specified depending on the way of existence, its quantity and its type, but it often leaves. (If not separated, proceed to the following description.) If the particles exist uniformly or close to each other, or if they are wrapped in a shell, etc., the metal content in the whole particles is ionized. Since the electrophoresis reaction starts from, this is achieved by reducing the resistance when moving. Therefore, a slurry or a membrane for separation is an obstacle. Naturally, it is conceivable that a component that goes to the anode side exists in these particles, and if the cathode side wins in the cathode side, the anode side, and the tug-of-war state, it moves to the cathode side. Therefore, the amount of the mechanical force of electrophoresis is originally small, and when a tug of war is performed inside the particles, the force becomes weaker and more so that the sludge particles are suspended in the water, ionized before falling, and thought to swim toward the cathode side. Is effective for sludge. Naturally, there may be particles containing heavy metals that go to the anode side after losing the tug of war. To compensate for this, the device detects the amount of heavy metals and changes the amount of current by changing the voltage to promote and adjust ionization. Since the description is related to the whole, the description is divided into two parts.

【0017】実施例1 既存の汚水処理施設,新設する汚水処理施設において沈
殿槽の内側周囲に陽極板を取り付け中心部に陰極電極棒
を取り付け,電極棒の下部に容器を取り付け,陽極から
陰極へ電気を通す構成が汚水処理施設では有効である。
汚水処理施設においては許認可事項であるので基本構造
を変えないことが条件としてあげられる。(上記構成が
可か不可かは担当官の判断による) 既存汚水処理施設での汚泥は重金属類を含むので,例え
焼却してもその灰の中には濃度としてはより高濃度の重
金属類が含まれる。(絶対値はほぼ同量) 汚水処理装置も沈殿により,水と汚泥をより分けている
ので,そこに電気を通して重金属類を,より分けられれ
ば槽を二重に作らなくても済む。装置としての性能は時
間的制約が少ないと言う長所,矩形の沈殿槽が多いので
角の部分でやや難点がある点,回転沈殿が出来ない点の
短所がある。図11,図12に装置の概要を記す。ここ
で違うのは陰極側からは排出装置を設けず,容器に貯め
ておき,汚泥引き抜きの時に,容器ごと引き上げて排出
する点である。大型処理施設では当然自動的に又は強制
的に,分離された高濃度で重金属類を含む汚泥を引き抜
く装置が必要であるが,容器から引き抜くとするので図
面上では省略した。(円筒形処理装置記載された装置に
準ずる装置となる) 電極棒に付着したものとその回りの物を容器に入れる,
容器の口は電極棒の断面の2〜5倍程度の断面とする。 実施例2 水田が重金属に汚染された場合に米にカドミュウムが検
出される事例があったので,その対応として装置を農業
機械に搭載し装置を移動しながら,土壌中のカドミュウ
ムを取り除く。時期としては「しろかき」後の土を処理
するのが丁度良い。装置としては図10に示す段階的に
分離するのが適切である。ドロドロの土をポンプで汲上
げて処理しながら水田に返す方式。水田の土壌を電気泳
動により病害虫,病害虫の卵,病気の菌も死滅させる。 実施例3 「しろかき」の時期であれば雑草の死滅,雑草の種の死
滅もある程度は期待できるので,除草剤を使わない除草
方法としても有効である。病害虫,植物の病原菌は温度
条件等により爆発的に増えるとされるので,この装置が
絶対的に機能するものでは無いが,元を断つ(少なくす
る)機能はある。上記項目により残留農薬等の問題もあ
る程度は緩和できる。 実施例4 重金属類のイオン化と電気泳動は同時に起きる現象では
あるがイオン化の工程を先に行い、その後沈殿と電気泳
動を槽または樋で分離する方法。特徴は重金属のイオン
化には直流、交流の区別がなく単に電気の干渉があれば
イオン化はするので交流電気の使用が可能である、それ
に伴ない単相、三相色々な電流が使用でき、電圧の変動
も比較的簡単に変更可能となる。除去すべき汚泥中の重
金属の種類、濃度、分布の状態、処理すべき時間的処理
量、により方式を選択されることではあるが、この方式
は重金属のイオン化傾向が小さい物多く、含有する量が
多く、粒子の中に入り込んだ状態の場合に有効である。
このように条件の悪いとされる汚泥の場合に有効であ
り、その割に装置を小型化することが出来る事を特徴と
する。イオン化をする装置としては特に限定するほどの
事ではないが分離する槽の前に取り付けることが当然で
ある。汚泥と水を混合する槽に取り付ける場合、沈殿槽
に行く管の中に取り付ける場合、等がある。当然のこと
ではあるが分離のために電極間に電気を流して分離する
ので、そこでもイオン化はしている、主たるイオン化を
どのようにするかの違いだけではある。(基本思想は同
じである)
Example 1 In an existing sewage treatment facility and a newly constructed sewage treatment facility, an anode plate is attached around the inside of a sedimentation tank, a cathode electrode rod is attached in the center, a container is attached below the electrode rod, and the anode is switched to the cathode. The configuration that conducts electricity is effective in sewage treatment facilities.
As a sewage treatment facility, it is a matter of permission and approval, so it is necessary to keep the basic structure unchanged. (Whether the above configuration is acceptable or not depends on the judgment of the responsible officer.) The sludge in the existing sewage treatment plant contains heavy metals, so even if it is incinerated, there is a higher concentration of heavy metals in the ash. included. (Absolute values are almost the same.) The sewage treatment equipment separates water and sludge by sedimentation, so heavy metals can be separated by passing electricity through the sewage treatment plant. The performance of the apparatus is that there are few restrictions on time, there are disadvantages in that there are many rectangular sedimentation tanks, so there are some difficulties at the corners, and that rotation sedimentation cannot be performed. 11 and 12 show the outline of the apparatus. Here, the difference is that the discharge device is not provided from the cathode side, but is stored in a container, and when the sludge is extracted, the entire container is lifted and discharged. A large-scale treatment facility requires a device for automatically or forcibly extracting sludge containing separated high-concentration heavy metals. However, since it is assumed that the sludge is extracted from the container, it is omitted in the drawing. (Equivalent to the device described in the cylindrical processing device) Put the substance attached to the electrode rod and the surroundings into the container,
The mouth of the container has a cross section of about 2 to 5 times the cross section of the electrode rod. Example 2 Cadmium was detected in rice when a paddy field was contaminated with heavy metals. As a response, cadmium in the soil was removed by mounting the device on an agricultural machine and moving the device. It's best to treat the soil after "Shirokaki" at the right time. It is appropriate for the apparatus to be separated stepwise as shown in FIG. A method in which muddy soil is pumped up and returned to paddy fields while being processed. Pests, eggs of pests, and diseased bacteria are killed by electrophoresis in paddy soil. Example 3 Weeds and weed seeds can be expected to be killed to some extent during the "white-swing" period, so that it is effective as a weeding method without using a herbicide. Since pests and pathogens of plants are expected to increase explosively due to temperature conditions and the like, this device does not function absolutely, but has a function of cutting off (reducing) the origin. The above items can also alleviate problems such as residual pesticides to some extent. Example 4 Although ionization of heavy metals and electrophoresis are phenomena occurring at the same time, a method in which an ionization step is performed first, and then precipitation and electrophoresis are separated in a tank or a trough. The feature is that in the ionization of heavy metals, there is no distinction between direct current and alternating current, and if there is interference of electricity, ionization will be performed, so it is possible to use alternating current and electricity. Can be changed relatively easily. The type of heavy metal in the sludge to be removed, the concentration, the state of distribution, and the amount of temporal treatment to be treated are to be selected.However, this method has a large amount of heavy metals with a low tendency to ionize heavy metals. This is effective when the particles are in the state of getting inside the particles.
This is effective for sludge which is regarded as having poor conditions, and is characterized in that the apparatus can be reduced in size. Although the ionization apparatus is not particularly limited, it is natural that the apparatus is installed in front of the separation tank. There is a case where it is installed in a tank that mixes sludge and water, and a case that it is installed in a pipe that goes to a sedimentation tank. As a matter of course, since electricity is passed between the electrodes for separation to separate them, ionization is also performed there. The only difference is how to do the main ionization. (The basic idea is the same)

【0018】[0018]

【発明の効果】この装置,方法により汚泥中の重金属類
を短時間で除去することが出来る。一装置における制限
はあるものの,並列に組み合わせることにより量の増
大,直列に組み合わせることにより精度の向上が出来
る。肥料としての有用元素であるカリュウム、等の抽出
装置としても利用できる。この装置を使えば汚泥中に含
まれる細菌,虫,虫の卵等は死滅する。同,植物の種も
死滅又は変質し除草効果がある。汚泥を有効に利用する
ことにより焼却処分,埋設処分を避け,環境保全に寄与
するので,社会的に重要な発明である。
According to the apparatus and method, heavy metals in sludge can be removed in a short time. Although there is a limitation in one device, the amount can be increased by combining in parallel, and the accuracy can be improved by combining in series. It can also be used as an extraction device for calcium, which is a useful element as a fertilizer. If this device is used, bacteria, insects, insect eggs, etc. contained in the sludge will die. Similarly, plant species die or degrade and have a herbicidal effect. It is a socially important invention because it effectively avoids incineration and burial by effectively utilizing sludge and contributes to environmental preservation.

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

【図1】本発明の構成を示す骨組(スケルトン)斜視図
である。
FIG. 1 is a perspective view of a skeleton showing a configuration of the present invention.

【図2】本発明の分離の状態を示す断面模式図である。FIG. 2 is a schematic sectional view showing a state of separation according to the present invention.

【図3】本発明の分解液の状態を示す断面模式図であ
る。
FIG. 3 is a schematic sectional view showing a state of a decomposition solution of the present invention.

【図4】本発明の注入口の断面図である。FIG. 4 is a cross-sectional view of the injection port of the present invention.

【図5】本発明の円筒型槽の構成を示す骨組(スケルト
ン)斜視図である。
FIG. 5 is a perspective view of a skeleton showing a configuration of a cylindrical tank of the present invention.

【図6】本発明の円筒型槽の構成を示す断面図である。FIG. 6 is a sectional view showing a configuration of a cylindrical tank of the present invention.

【図7】本発明の樋式の構成を示す骨組(スケルトン)
斜視図である。
FIG. 7 is a skeleton showing a gutter type configuration of the present invention.
It is a perspective view.

【図8】本発明の樋式の構成を示す断面図である。FIG. 8 is a sectional view showing a gutter type configuration of the present invention.

【図9】本発明の樋式の分離の状態を示す各断面の断面
模式図である。
FIG. 9 is a schematic sectional view of each section showing a gutter type separation state of the present invention.

【図10】本発明の工程説明図(フローシート)であ
る。
FIG. 10 is a process explanatory view (flow sheet) of the present invention.

【図11】本発明の実施例1を示す平面図である。FIG. 11 is a plan view showing the first embodiment of the present invention.

【図12】本発明の実施例1を示す断面構成図である。FIG. 12 is a cross-sectional configuration diagram illustrating Example 1 of the present invention.

【図13】本発明の工程説明図(フローシート)であ
る。
FIG. 13 is a process explanatory view (flow sheet) of the present invention.

【符号の説明】[Explanation of symbols]

1,11 槽 2,21,3,31 電極 4,5 排出管 41,51 弁 53 じょうご 54 容器 6 隆起 7 注入管 71,73 注入口 72 弁 8 電線 9 電源 91 電流計 10 管 12 樋 101 電動弁 1,11 tank 2,21,3,31 electrode 4,5 discharge pipe 41,51 valve 53 funnel 54 container 6 uplift 7 injection pipe 71,73 injection port 72 valve 8 electric wire 9 power supply 91 ammeter 10 pipe 12 gutter 101 electric valve

Claims (13)

【特許請求の範囲】[Claims] 【請求項1】 汚泥を水で薄めた物を連続的に槽(1)
の上部より注入し,槽の任意の側面に電極板(2)を設
け、対行する側面に電極板(3)を取り付け電極板間に
直流の電圧をかけ,槽の底には両電極の下の部分にそれ
ぞれの排出口を設け,連続的に排出し,汚泥の粒子が沈
降するとき電極間を流れる電流により陰極側に重金属類
が集まる事により陰極側,陽極側別々に分離排出をする
事を,特徴とする汚泥中の重金属類の除去方法。
1. A tank (1) in which sludge diluted with water is continuously prepared.
An electrode plate (2) is provided on any side of the tank, an electrode plate (3) is mounted on the opposite side, and a DC voltage is applied between the electrode plates. Discharge ports are provided at the lower part to discharge continuously, and when sludge particles settle, heavy metal collects on the cathode side due to the current flowing between the electrodes, so that the cathode side and the anode side are separated and discharged separately. The method of removing heavy metals in sludge is characterized by the following.
【請求項2】 汚泥水に電解物質を添加する事を特徴と
する請求項1記載の汚泥中の重金属類の除去方法。
2. The method for removing heavy metals from sludge according to claim 1, wherein an electrolytic substance is added to the sludge water.
【請求項3】 陽極側から排出される汚泥の重金属の量
を計測し,その数値に対応する電圧を設定する事を特徴
とする,汚泥中の重金属類の除去方法。
3. A method for removing heavy metals from sludge, comprising measuring the amount of heavy metal in sludge discharged from the anode side and setting a voltage corresponding to the value.
【請求項4】 矩形の槽(1)の側面に電極板(2)を
設け対抗する槽の,側面に電極板(3)を取り付け,電
極間を電線(8)で接続し,その間に電源(9)を配置
し両電極が設置された槽の底の部分に排出管(4)
(5)を取り付け,排出管には流量調整用弁(41)
(51)を取り付け,槽の底には電極と平行に凸状の,
沈殿物収集用の隆起(6)を設け,槽より上部に注入管
(7)の注入口(71)を取り付け,注入管には流量調
節弁(73)をとりつける,以上の様に構成される,汚
泥中の重金属類の除去装置。
4. An electrode plate (2) is provided on the side surface of a rectangular tank (1), and an electrode plate (3) is mounted on the side surface of the opposite tank, and the electrodes are connected by an electric wire (8), and a power supply is provided therebetween. Discharge pipe (4) is placed at the bottom of the tank in which (9) is placed and both electrodes are installed.
Attach (5), and flow control valve (41) on the discharge pipe
(51) is attached, and the bottom of the tank is
A ridge (6) for collecting sediment is provided, an injection port (71) of an injection pipe (7) is attached above the tank, and a flow control valve (73) is attached to the injection pipe. , Equipment to remove heavy metals in sludge.
【請求項5】 円筒形の槽(11)の軸の中心に電極棒
(21)を設け,槽の内側円周方向に電極板(3)を取
り付け,電極間を電線(8)で接続し,その間に電源
(9)を配置し,電極の下には漏斗(53)を取り付
け,漏斗の下の部分より排出管(5)を下に勾配を付け
配管し,槽の外迄出し外の配管部分に流量調節弁(5
1)を取り付け,槽の底の形状を漏斗型とし最下部に排
出管(4)を取り付け,その途中に流量調節弁(41)
を取り付け,槽より上部に注入管(7)の注入口(7
3)を取り付け,注入管には流量調節弁(72)をとり
つける、以上の様に構成される,汚泥中の重金属類の除
去装置。
5. An electrode rod (21) is provided at the center of the axis of a cylindrical tank (11), an electrode plate (3) is attached in a circumferential direction inside the tank, and the electrodes are connected by an electric wire (8). , A power supply (9) is arranged between them, a funnel (53) is attached below the electrode, and a discharge pipe (5) is inclined downward from the lower part of the funnel and piped out of the tank. Flow control valve (5
1), the bottom of the tank is funnel-shaped, and a discharge pipe (4) is attached at the bottom, and a flow control valve (41) is installed in the middle.
And the injection port (7) of the injection pipe (7) above the tank.
3) A device for removing heavy metals in sludge as described above, wherein a flow control valve (72) is attached to an injection pipe.
【請求項6】 樋(12)を長手方向に勾配を付けて設
置し側面の片方に電極棒(21)を数個連続的に設置
し,反対側の側面にも電極棒(31)を配置し,対向す
る電極間に電圧をかけ,樋の上流部より汚泥の水で溶い
た物を流し陰極側に重金属類が集めながら流下させ,最
下部で陰極陽極の各排出口より排出させること,を特徴
とする汚泥中の重金属類の除去方法。
6. The gutter (12) is installed with a gradient in the longitudinal direction, several electrode rods (21) are continuously installed on one side, and the electrode rod (31) is also arranged on the opposite side. A voltage is applied between the opposing electrodes, and the substance dissolved in the sludge water is allowed to flow from the upstream of the gutter, and heavy metals are collected and flowed down to the cathode side, and are discharged from each outlet of the cathode and anode at the bottom. A method for removing heavy metals in sludge characterized by the following.
【請求項7】 樋(12)を長手方向に勾配を付けて設
置し側面の片方に電極棒(21)を数個連続的に設置
し,反対側の側面にも電極棒(31)を配置し,対向す
る電極間を電線(8)で接続し,その間に電源(9)及
び電流計(91)を取り付け,各電極間の電流量に対応
し電解物質を注入すること,を特徴とする請求項6の汚
泥中の重金属類の除去方法。
7. The gutter (12) is installed with a gradient in the longitudinal direction, several electrode rods (21) are continuously installed on one side, and the electrode rod (31) is also arranged on the opposite side. Then, the opposing electrodes are connected by an electric wire (8), a power supply (9) and an ammeter (91) are attached between them, and an electrolyte is injected corresponding to the amount of current between each electrode. The method for removing heavy metals in sludge according to claim 6.
【請求項8】 樋(12)を長手方向に勾配を付けて設
置し側面の片方に極棒(21)を数個連続的に設置し,
反対側の側面にも同様に電極棒(31)配置し,対向す
る電極間を電線(8)で接続し,その間に電源(9)及
び電流計(91)を取り付け,各電極間の電流量に対応
する電動弁(101)を取り付け電解物質を注入する管
(10)を設け,樋の底の形状は,上流側は水平で,途
中から軸方向に凸状の隆起(6)を持たせ出口付近で最
大にし,最下部にそれぞれの排出口を設ける,以上の様
に構成される,汚泥中の重金属類の除去装置。
8. A gutter (12) is installed with a gradient in the longitudinal direction, and several pole bars (21) are continuously installed on one of the side surfaces.
Similarly, an electrode rod (31) is arranged on the opposite side, and a wire (8) is connected between the opposing electrodes, and a power supply (9) and an ammeter (91) are attached between them, and a current amount between the electrodes is measured. A motor-operated valve (101) corresponding to the above is provided, and a pipe (10) for injecting the electrolyte is provided. The bottom of the gutter is horizontal at the upstream side and has a convex (6) that is convex in the axial direction from the middle. A device for removing heavy metals in sludge, configured as above, with a maximum near the outlet and a respective outlet at the bottom.
【請求項9】 分離された陰極側の重金属類を含む汚泥
を再度,分離装置により分離することにより,重金属を
含む汚泥からの除去精度を上げることを特徴とする,汚
泥中の重金属類の除去方法。
9. Removal of heavy metals in sludge, characterized by increasing the precision of removing sludge containing heavy metals from the sludge containing heavy metals by separating the separated sludge containing heavy metals on the cathode side again by a separation device. Method.
【請求項10】 汚泥中の分離をする時に流す電流量を
少なくすることによりイオン化傾向の大きいものを優先
的に抽出することを特徴とする,汚泥中の重金属類の除
去方法。
10. A method for removing heavy metals in sludge, characterized in that the amount of current flowing when sludge is separated is reduced to preferentially extract those having a high ionization tendency.
【請求項11】 電極間に掛ける電圧を,微小時間,定
期的に逆転して通電することにより,陰極側に付着する
重金属類の量を制限する,ことを特徴とする,汚泥中の
重金属類の除去方法。
11. A heavy metal in sludge characterized by restricting the amount of heavy metal adhering to the cathode side by applying a voltage applied between the electrodes by periodically reversing the voltage for a short period of time to energize the sludge. Removal method.
【請求項12】 汚泥中から重金属類を除去し,殺菌
し,殺虫し,虫の卵を死滅させ,植物の種を死滅させた
うえに,汚泥の中に有用菌を保存に充分な量を添加する
事により,他の菌の繁殖を制限することを特徴とする無
害化汚泥。
12. A method for removing heavy metals from sludge, sterilizing and killing insects, killing insect eggs, killing plant seeds, and removing a sufficient amount of useful bacteria from the sludge for preservation. Detoxified sludge characterized by limiting the growth of other bacteria when added.
【請求項13】 汚泥の重金属の除去において第1工程
で重金属をイオン化し、第二工程で沈殿と電気泳動によ
り分離排出をする事を特徴とする、汚泥中の重金属の除
去方法。
13. A method for removing heavy metals from sludge, comprising the steps of: ionizing heavy metals in a first step in separating heavy metals in a sludge; and separating and discharging the sludge in a second step by precipitation and electrophoresis.
JP2000329672A 2000-09-22 2000-09-22 Method of removing heavy metal in sludge and sludge which is made pollution-free Pending JP2002096097A (en)

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Publication Number Publication Date
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107012854A (en) * 2017-05-22 2017-08-04 江苏绿畅路面新材料有限公司 A kind of batch production heavy metal mud water discharge method
CN111718086A (en) * 2020-07-03 2020-09-29 江苏航运职业技术学院 Heavy metal pollution river lake bed mud prosthetic devices
CN112159061A (en) * 2020-09-07 2021-01-01 中国环境科学研究院 Method for accurately positioning and in-situ treating pollutants on mud-water interface
CN114149153A (en) * 2021-12-21 2022-03-08 海南大学 Treatment device and method for heavy metal polluted wastewater

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107012854A (en) * 2017-05-22 2017-08-04 江苏绿畅路面新材料有限公司 A kind of batch production heavy metal mud water discharge method
CN111718086A (en) * 2020-07-03 2020-09-29 江苏航运职业技术学院 Heavy metal pollution river lake bed mud prosthetic devices
CN112159061A (en) * 2020-09-07 2021-01-01 中国环境科学研究院 Method for accurately positioning and in-situ treating pollutants on mud-water interface
CN112159061B (en) * 2020-09-07 2022-10-28 中国环境科学研究院 Method for accurately positioning and in-situ treating pollutants on mud-water interface
CN114149153A (en) * 2021-12-21 2022-03-08 海南大学 Treatment device and method for heavy metal polluted wastewater

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