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JP4001798B2 - Purification method and apparatus for contaminated soil - Google Patents
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JP4001798B2 - Purification method and apparatus for contaminated soil - Google Patents

Purification method and apparatus for contaminated soil Download PDF

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Publication number
JP4001798B2
JP4001798B2 JP2002263497A JP2002263497A JP4001798B2 JP 4001798 B2 JP4001798 B2 JP 4001798B2 JP 2002263497 A JP2002263497 A JP 2002263497A JP 2002263497 A JP2002263497 A JP 2002263497A JP 4001798 B2 JP4001798 B2 JP 4001798B2
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stirring
mixing
treatment
contaminated soil
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JP2004097940A (en
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昌己 牧野
利行 佐藤
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Kato Construction Co Ltd
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Kato Construction Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、重金属等によって汚染された土壌を再生するための浄化処理方法と浄化処理装置に関し、特に汚染土壌を原位置にて化学的対抗手段である一種もしくは二種以上の薬剤(化学的浄化剤や化学的不溶化剤)と撹拌混合することにより浄化もしくは不溶化を促進するための一次処理と、一次処理後の汚染土壌を同じく原位置にてセメント系固化材や石灰系固化材と撹拌混合することにより汚染物質を封じ込めるための二次処理とを併用するようにした汚染土壌の浄化処理方法と浄化処理装置に関するものである。
【0002】
【従来の技術】
六価クロム等の重金属によって汚染された土壌の再生化のための浄化処理方法としては、化学的浄化剤もしくは化学的不溶化剤と撹拌混合することにより重金属を水に溶解しにくい形態として周辺への影響を制限したり、あるいはセメント系もしくは石灰系の固化材と撹拌混合することにより土壌に含まれる汚染物質を封じ込める等の手段が講じられている(例えば、特許文献1参照)。その一方、汚染物質の不溶化処理後の長期安定性を保障できない等の理由から、最近では一次処理として化学的不溶化処理等を施した上でさらにセメント系固化材等による封じ込め処理を二次処理として施し、実質的に化学的浄化処理もしくは不溶化処理と封じ込め処理を併用する傾向にある。
【0003】
より具体的には、例えば図8,9に示すように、作業系建設機械である二台のバックホウ101A,101Bをベースマシン(母機)としてそれぞれのアーム102の先端に撹拌混合ヘッド103を装着し、一方のバックホウ101Bにて先行して一次処理である化学的浄化処理もしくは不溶化処理を施す一方、それに続いて他方のバックホウ101Aが先行するバックホウ101Bを追いかけるようにして一次処理済み領域に二次処理として封じ込め処理を施すことになる。なお、104は化学的対抗手段である化学的浄化剤もしくは不溶化剤を水溶液として混合するための薬剤混合プラント、105は同じく例えばセメント系固化材をスラリ状のものとして混合する固化材混合プラントである。また、撹拌混合ヘッド103は図13に示すように上下方向に周回移動するチェーン106の外周に複数の撹拌翼を備えた構造のものである。
【0004】
【特許文献1】
特開2002−206090号公報(第2頁)
【0005】
【発明が解決しようとする課題】
しかしながら、一次処理である汚染土壌と化学的浄化剤もしくは不溶化剤との撹拌混合処理と、二次処理である汚染土壌と固化材との撹拌混合処理とを別々に行っていたのでは、実質的に二回施工のかたちとなるために作業工数が多く不経済となるとともに設備が大がかりなものとなり、また汚染土壌と薬剤および固化材との撹拌混合度合いにばらつきが生じやすく、所期の目的を十分に達成することができない可能性がある。特に、事後調査の結果、撹拌混合度合いのばらつきが許容範囲を逸脱している場合には再処理が余儀なくされ、これによって作業工数の無用な増加を招くこととなって好ましくない。
【0006】
本発明はこのような課題に着目してなされたものであり、実質的に一回の施工で且つ均一な撹拌混合を行えるようにした汚染土壌の浄化処理方法と浄化処理装置を提供しようとするものである。
【0007】
【課題を解決するための手段】
請求項1に記載の発明は、フレームに設けた上部駆動輪と同じくフレームに設けた下部従動輪との間に、上下方向に周回駆動されるエンドレスなチェーンを巻き掛けるとともに、そのチェーンの外周に複数の撹拌翼を装着した撹拌混合ヘッドによって、汚染物質により汚染された土壌を原位置にて化学的対抗手段である一種もしくは二種以上の薬剤と撹拌混合して浄化もしくは不溶化のための一次処理を施すとともに、一次処理後の土壌を同じく原位置にて固化材と撹拌混合することにより二次処理として汚染物質の封じ込め処理を施すようにした汚染土壌の浄化処理方法であって、作業系建設機械のアーム先端に装着された撹拌混合ヘッドを土壌中に貫入した上でそれ自体の処理幅をもって前後方向に所定距離だけ移動させ、汚染土壌と薬剤もしくは固化材との撹拌混合を施すにあたり、上記撹拌混合ヘッドのうち実際の撹拌混合処理に関与する部分を、分割用仕切板によってそれ自体の処理幅方向で少なくとも一次処理領域と二次処理領域の複数の領域に分割し、撹拌混合ヘッドの一次処理領域からは化学的対抗手段である薬剤を、二次処理領域からは固化材をそれぞれ汚染土壌中に同時に吐出して、一次処理と二次処理を並行して行うとともに、処理済み領域がその処理幅方向で相互に連続するように撹拌混合処理を繰り返し行うことを特徴としている。
【0008】
すなわち、撹拌混合ヘッドがそれ自体の処理幅方向で二つ以上の領域に分割されていて、そのうちの一部の領域が一次処理領域となり、残りの領域が二次処理領域となるように分割されていれば足りる。また、一次処理の際に化学的対抗手段として用いられる薬剤は化学的浄化剤または化学的不溶化剤であり、必要に応じて両者を混合したものを使用してもよい。
【0009】
この場合、請求項2に記載のように、撹拌混合ヘッドを所定深度まで地中に貫入した上でそれ自体の処理幅をもって前後方向に所定距離だけ移動させるとともに移動完了位置にて撹拌混合ヘッドを引き上げた上で貫入位置に戻す動作を1サイクルとして、撹拌混合処理を繰り返し行うことが施工の効率化の上で望ましい。
【0010】
より具体的には、請求項3に記載のように、撹拌混合ヘッドを処理幅方向で二分割して、一方の領域を一次処理領域とするとともに他方の領域を二次処理領域とし、上記撹拌混合ヘッドによる撹拌混合処理を繰り返し施すにあたり、1サイクル前の一次処理についての処理済み領域に対して撹拌混合ヘッドの二次処理領域がオーバーラップするようにして処理を行うことが望ましい。
【0012】
また、各撹拌混合処理に用いる撹拌混合ヘッドのより具体的な構造としては、請求項4に記載のように、撹拌混合ヘッドの一次処理領域には薬剤圧送管に接続された薬剤吐出口を、二次処理領域には固化材圧送管に接続された固化材吐出口をそれぞれ臨ませ、これらの薬剤圧送管および固化材圧送管のうち各吐出口の近傍にはそれぞれの圧送方向を指向する圧縮空気が導入されるようになっていることが、薬剤および固化材の流速を高めつつ且つエアレーション効果によって汚染土壌との撹拌混合の均一性を高める上で望ましい。
【0013】
したがって、請求項1〜3に記載の発明では、特に請求項2,3に記載のように撹拌混合ヘッドを二分割して一方の領域を一次処理領域とし、他方の領域を二次処理領域とした場合、撹拌混合ヘッドの半分の領域では汚染土壌の浄化もしくは不溶化のための一次処理として化学的対抗手段である薬剤と汚染土壌の撹拌混合処理が施され、同時にそれと並行して、撹拌混合ヘッドの残り半分の領域では二次処理として一次処理後の汚染土壌と固化材との撹拌混合により、その汚染土壌に含まれる汚染物質の封じ込め処理が施されることになる。
【0014】
【発明の効果】
請求項1〜3に記載の発明によれば、単一の撹拌混合ヘッドの動きに基づいて一次処理である化学的浄化もしくは化学的不溶化処理と二次処理である物理的封じ込め処理が並行して行われるため、実質的に一回の施工で所期の目的を達成することができるようになり、設備の簡素化と併せて作業効率の飛躍的な向上が図れるほか、一次処理と二次処理が連続して行われるために汚染土壌と薬剤および固化材との撹拌混合度合いが均一化されてそのばらつきを解消できる効果がある。
【0015】
た、撹拌混合ヘッドのうち実際の撹拌混合処理の関与する部分が、分割用仕切板をもって処理幅方向で一次処理領域と二次処理領域に区分されている構造としたため、例えば既存の撹拌混合ヘッドに分割用仕切板を加えるだけで所期の目的を達成できる利点がある。
【0016】
また、請求項4に記載の発明によれば、薬剤および固化材が吐出される直前に圧縮空気が導入されることから、その圧縮空気による加速のために吐出口からの薬剤および固化材の吐出が安定して行われるとともに、いわゆるエアレーション効果のために薬剤もしくは固化材と汚染土壌との撹拌混合の均一性が一段と向上する利点がある。
【0017】
【発明の実施の形態】
図1〜4は本発明の好ましい第1の実施の形態を示す図で、特に図1はその全体平面図を、図2は図1の要部の左側面図を、図3,4は図1,2における撹拌混合ヘッドの詳細をそれぞれ示している。
【0018】
図1に示すように、例えば六価クロム等の重金属で汚染された土壌の一部が浄化(再生化)対象領域Qとして区画されていて、それと隣接する部分には足場となる仮設鋼板1が敷設されている。
【0019】
施工のための浄化処理装置は作業系建設機械であるバックホウ2をベースマシン(母機)として構成されていて、そのアーム3の先端にはいわゆるトレンチャー式の撹拌混合ヘッド4が装着されている。
【0020】
撹拌混合ヘッド4は、図3,4に示すように上下方向に延びる略角柱状のフレーム5の上部に設けられたチェーンスプロケット等の駆動輪6と下部に設けられた従動輪7との間にエンドレスのドライブチェーン8を巻き掛けるとともに、そのドライブチェーン8の外周に複数の幅広の撹拌翼9を所定のピッチで装着したもので、駆動輪6と同一軸線上に設けた油圧モータ10によって駆動輪6を回転駆動させることにより各撹拌翼9がドライブチェーン8とともに周回移動するようになっている。なお、ドライブチェーン8にはフレーム5側に設けたチェーンテンショナー11によって所定の張力が付与される。
【0021】
また、フレーム5には図3の(B)および図4にて左右対称となるように複数の仕切板12が設けられていて、図3の(A)に示すように撹拌混合ヘッド4自体の処理幅である撹拌翼9の幅寸法が仕切板12をもって左右に等分割されている。これにより、撹拌混合ヘッド4のうち実際の撹拌混合処理を司る部分が図3の(A)の仕切板12を中心として左右の一次処理領域F1と二次処理領域F2とに分割されている。
【0022】
さらに、フレーム5の下部には一次処理領域F1と二次処理領域F2ごとにそれぞれ独立した薬剤吐出口13と固化材吐出口14が設けられている。そして、薬剤吐出口13は薬剤圧送管15を介して図1の薬剤混合プラント16に、固化材吐出口14は固化材圧送管17と介して同じく図1の固化材混合プラント18にそれぞれ接続されている。角柱状のフレーム5は密閉されたその内部空間が空気タンクを兼ねていて、フレーム5の上部のポート19に接続されたエア配管20をもって図示外の圧力源から圧縮空気が導入されるようになっている。また、フレーム5の下部のポート21に接続されたエア配管22は薬剤圧送管15および固化材圧送管17の末端すなわち薬剤吐出口13および固化材吐出口14よりもわずかに上流側の位置にそれぞれ接続されていて、その圧送方向もしくは吐出方向を指向するようにフレーム5内の圧縮空気が薬剤圧送管15および固化材圧送管17に導入されるようになっている。
【0023】
図1に示す薬剤混合プラント16および固化材混合プラント18は基本的には共に同じ構成となっていて、サイロ23、水槽24、混合機25、グラウトポンプ26、発動発電機27および流量計28等を備えている。そして、薬剤混合プラント16では化学的浄化剤もしくは化学的不溶化剤と水とを混合して水溶液とした上で撹拌混合ヘッド4側に圧送する一方、撹拌混合ヘッド4側では図3の(A)に示すようにその薬剤吐出口13から例えば吐出パターンP1のもとで下方に向けて拡散状態で吐出するようになっている。なお、薬剤混合プラント16では化学的浄化剤もしくは化学的不溶化剤を単独で用いた上で水と混合して水溶液としてもよいが、必要に応じて化学的浄化剤と化学的不溶化剤を併用した上で水と混合して水溶液としてもよい。同様に固化材混合プラント18ではセメント系固化材もしくは石灰系固化材と水とを混合してスラリ状の水溶液とした上で撹拌混合ヘッド4側に圧送する一方、撹拌混合ヘッド4側ではその固化材吐出口14から例えば吐出パターンP2のもとで下方に向けて拡散状態で吐出するようになっている。
【0024】
ここで、先に述べたように薬剤吐出口13および固化材吐出口14から所定の薬剤もしくは固化材が吐出される直前に、その吐出方向を指向するようにして圧縮空気が導入されることから、吐出直前の薬剤もしくは固化材が一段と加速される。
【0025】
このように構成された汚染土壌の浄化設備では、図1〜3に示すように撹拌混合ヘッド4の各撹拌翼9をドライブチェーン8とともに周回移動させる一方、薬剤吐出口13から化学的浄化剤もしくは化学的不溶化剤を、固化材吐出口14から固化材をそれぞれ同時に吐出させた状態で、その撹拌混合ヘッド4自体を浄化対象領域Qの仮想区画線a1に沿って汚染土壌中に鉛直姿勢にて所定深度まで貫入した上で、その貫入深度を維持したまま撹拌翼9の幅寸法を処理幅としてバックホウ2のリーチを使って他方の仮想区画線a2まで前後方向に移動させ、移動完了位置にて撹拌混合ヘッド4を引き上げた上で再度貫入位置まで戻す動作を1サイクルとしてバックホウ2自体を断続的に横行させながら連続して施工を行い、なお且つ一回の処理幅(F1+F2)の処理済み領域がその処理幅方向で互いに連続するように施工を連続的に繰り返すものとする。
【0026】
この場合、撹拌混合ヘッド4の一次処理領域F1に対応する部分では、一次処理として吐出された化学的浄化剤もしくは化学的不溶化剤と汚染土壌が撹拌混合され、他方、撹拌混合ヘッド4の二次処理領域F2に対応する部分では、二次処理として吐出された固化材と汚染土壌とが撹拌混合される。そして、この撹拌混合の過程では、薬剤吐出口13および固化材吐出口14から吐出される薬剤もしくは固化材にはその直前にて圧縮空気が混入されているので、いわゆるエアレーション効果のために薬剤もしくは固化材と汚染土壌との撹拌混合の均一性が高められることになる。
【0027】
すなわち、図1に示すように撹拌翼9の幅寸法(F1+F2)を処理幅とする1サイクルごとの処理済み領域には、化学的浄化剤もしくは化学的不溶化剤と汚染土壌とが撹拌混合された一次処理済み領域と、固化材と汚染土壌とが撹拌混合された二次処理済み領域とが並設されることになるので、連続的に施工を行う過程でn回目の処理済み領域とn+1回目の処理済み領域とが処理幅寸法(F1+F2)の半分の寸法だけ互いにオーバーラップするようにして施工を行うものとする。こうすることにより、撹拌混合ヘッド4による1サイクルの施工過程では、一次処理済み領域(既に化学的浄化剤もしくは化学的不溶化剤と汚染土壌との撹拌混合処理が終了している領域)に対する二次処理(既に一次処理が終了している汚染土壌と固化材との撹拌混合処理)と、それに隣接する領域での一次処理(化学的浄化剤もしくは化学的不溶化剤と汚染土壌との撹拌混合処理)とが、同時進行するかたちで並行して行われることになる。
【0028】
例えば図1の例では、領域bが一次処理および二次処理ともに既に完了している領域であり、領域b1およびb2が現在施工中の領域であるが、領域b1は既に一次処理が完了していて且つ二次処理が現在進行中の領域であり、さらに領域b2は一次処理が現在進行中の領域となる。
【0029】
このように本実施の形態によれば、バックホウ2を母体とする単一の撹拌混合ヘッド4にて実質的に一回の施工を行う過程で一次処理と二次処理とが並行して、なお且つその一次処理と二次処理とが連続して行われることとなり、作業効率の改善と撹拌混合度合いの均一化が図れるようになる。
【0030】
ここで、汚染土壌の浄化処理後の品質評価システムとして、化学的浄化もしくは化学的不溶化のための薬剤や固化材の吐出量、撹拌混合ヘッド4における駆動部の回転数と処理速度、汚染土壌に対する改良深度(撹拌混合ヘッド4の貫入深度)等をリアルタイムもしくは周期的に計測して記録し、実際の浄化処理品質が目標処理品質を満たしているかどうか常に確認できるようになっていることが望ましい。
【0031】
図5〜7は本発明の第2の実施の形態として撹拌混合ヘッドの別の例を示している。
【0032】
この第2の実施の形態では、撹拌混合ヘッド34の共通のフレーム35に、外周に撹拌翼36を備えた二条のドライブチェーン37をそれぞれに独立した上部側の駆動輪38と下部側の従動輪39との間に巻き掛けるようにして並設するとともに、これら二条のドライブチェーン37を共有する単一の油圧モータ40にて同時に周回駆動するようにしてある。そして、フレーム35には仕切板41が設けられていて、これにより一方のドライブチェーン37側が一次処理領域F1として、他方のドライブチェーン37側が二次処理領域F2として区分されているとともに、一次処理領域F1側には薬剤圧送管42から分岐した左右一対の薬剤吐出口43が、二次処理領域F2側には同じく固化材圧送管44から分岐した左右一対の固化材吐出口45がそれぞれに設けられている。また、フレーム35は第1の実施の形態のものと同様に空気タンクを兼ねていて、エア配管20を介してフレーム35内に一旦導入された圧縮空気が同じくエア配管22を介して薬剤吐出口43および固化材吐出口45の上流側に供給されるようになっている。なお、各ドライブチェーン37はチェーンテンショナー46によって個別に所定の張力が付与されるようになっている。
【0033】
この第2に実施の形態によれば、撹拌混合ヘッド34における処理幅寸法(撹拌混合ヘッド34全体としての撹拌翼36の幅寸法)ひいては一次処理領域F1および二次処理領域F2での処理幅寸法(各ドライブチェーン37ごとの撹拌翼36の幅寸法)を第1の実施の形態のものよりも大きく確保するすることができるので、処理効率が一段と向上する利点がある。
【0039】
なお、固化材以外に化学的浄化剤と化学的不溶化剤とを併用することを前提として、二枚の仕切板によって撹拌混合ヘッドをそれ自体の処理幅方向で三等分するとともに、化学的浄化剤と汚染土壌との撹拌混合を一次処理として、化学的不溶化剤と一次処理後の汚染土壌との撹拌混合を二次処理として、固化材と一次および二次処理後の汚染土壌との撹拌混合を三次処理として各処理を並行して行うものとし、1サイクル動作ごとに汚染土壌の処理対象領域Qのうち一次処理済み領域に撹拌混合ヘッド側の二次処理領域がオーバーラップし且つ二次処理済み領域に撹拌混合ヘッド側の三次処理領域がオーバーラップするように撹拌混合ヘッドを動かして施工を行うことも可能である
【図面の簡単な説明】
【図1】 本発明に係る汚染土壌浄化システムの第1の実施の形態を示す平面説明図。
【図2】 図2の要部の左側面図。
【図3】 図1,2に示す撹拌混合ヘッドの詳細を示す図で、(A)はその正面図、(B)は同図(A)の左側面図。
【図4】 図3の(A)の右側面図。
【図5】 本発明の第2の実施の形態として撹拌ヘッドの別のタイプを示す正面図。
【図6】 図5の左側面図。
【図7】 図5の右側面図。
図8】 従来の汚染土壌浄化システムの一例を示す平面説明図。
図9図8の要部の左側面図。
【符号の説明】
2…バックホウ(作業系建設機械)
3…アーム
4…撹拌混合ヘッド
5…フレーム
6…駆動輪
7…従動輪
8…ドライブチェーン
9…撹拌翼
12…仕切板
13…薬剤吐出口
14…固化材吐出口
15…薬剤圧送管
17…固化材圧送管
20,22…エア配管
34…撹拌混合ヘッド
35…フレーム
36…撹拌翼
37…ドライブチェーン
38…駆動輪
39…従動輪
41…仕切板
42…薬剤圧送管
43…薬剤吐出口
44…固化材圧送管
45…固化材吐出
1…一次処理領域
F2…二次処理領域
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a purification treatment method and a purification treatment apparatus for regenerating soil contaminated with heavy metals and the like, and in particular, one or more kinds of chemicals (chemical purification) that are chemical countermeasures in situ in contaminated soil. Primary treatment to promote purification or insolubilization by stirring and mixing with chemicals and chemical insolubilizers), and mixing and mixing the contaminated soil after the primary treatment with cement-based or lime-based solidified materials in the same place The present invention relates to a contaminated soil purification treatment method and a purification treatment apparatus that are used in combination with a secondary treatment for containing contaminants.
[0002]
[Prior art]
As a purification treatment method for the regeneration of soil contaminated with heavy metals such as hexavalent chromium, it can be mixed with chemical purification agents or chemical insolubilizers so that heavy metals are not easily dissolved in water. Means have been taken such as limiting the influence, or containing contaminants contained in the soil by stirring and mixing with a cement-based or lime-based solidified material (see, for example, Patent Document 1). On the other hand, for the reason that long-term stability after insolubilization treatment of pollutants cannot be guaranteed, recently chemical insolubilization treatment etc. as a primary treatment and further containment treatment with cement-based solidifying material etc. as a secondary treatment There is a tendency to use both chemical purification treatment or insolubilization treatment and containment treatment.
[0003]
More specifically, as shown in FIGS. 8 and 9 , for example, two backhoes 101A and 101B, which are working construction machines, are used as base machines (base machines), and a stirring and mixing head 103 is attached to the tip of each arm 102. The chemical treatment or insolubilization process, which is the primary process, is performed in advance on one backhoe 101B, and then the secondary process is performed in the primary processed area so that the other backhoe 101A follows the preceding backhoe 101B. As a containment process. Reference numeral 104 denotes a chemical mixing plant for mixing a chemical cleaning agent or insolubilizing agent, which is a chemical countermeasure, as an aqueous solution, and 105 is also a solidifying material mixing plant for mixing, for example, a cement-based solidifying material as a slurry. . Further, as shown in FIG. 13, the stirring and mixing head 103 has a structure in which a plurality of stirring blades are provided on the outer periphery of a chain 106 that orbits in the vertical direction.
[0004]
[Patent Document 1]
JP 2002-206090 A (second page)
[0005]
[Problems to be solved by the invention]
However, if the contaminated soil that is the primary treatment and the chemical purifier or insolubilizer are mixed separately, and the mixed treatment that is the secondary treatment of the contaminated soil and the solidifying material are performed separately, Since the construction work is performed twice, the number of man-hours is large and uneconomical, and the facilities become large.In addition, the degree of agitation and mixing of contaminated soil, chemicals, and solidifying materials is likely to vary. It may not be fully achieved. In particular, if the variation in the degree of stirring and mixing deviates from the allowable range as a result of the follow-up investigation, reprocessing is unavoidable, which leads to an unnecessary increase in work man-hours.
[0006]
The present invention has been made paying attention to such a problem, and intends to provide a purification method and a purification treatment apparatus for contaminated soil, which can perform uniform stirring and mixing substantially once. Is.
[0007]
[Means for Solving the Problems]
According to the first aspect of the present invention, an endless chain that is driven to rotate in the vertical direction is wound between an upper drive wheel provided on the frame and a lower driven wheel provided on the frame, and the outer periphery of the chain is wound around the chain. Primary treatment for purification or insolubilization by stirring and mixing the soil contaminated with pollutants with one or more chemicals that are chemical countermeasures in situ by the stirring and mixing head equipped with multiple stirring blades In addition, the soil after the primary treatment is agitated and mixed with the solidified material at the same position, and the contaminated soil is treated as a secondary treatment, and the contaminated soil is purified. is moved by a predetermined distance in the longitudinal direction agitation mixing head mounted on the arm tip of the machine with a processing width of itself on that penetrates into the soil, contaminated soil and drugs Or Upon performing stirring and mixing with the solidifying material, the parts involved in the actual stirring and mixing process of the stirring mixing head, dividing partition its own processing width at least primary treatment area and the second process area by plate Dividing into multiple areas, the chemical treatment means from the primary treatment area of the agitation and mixing head, and the solidified material from the secondary treatment area are simultaneously discharged into the contaminated soil. Are performed in parallel, and the stirring and mixing process is repeatedly performed so that the processed areas are continuous with each other in the process width direction .
[0008]
That is, the stirring and mixing head is divided into two or more regions in the direction of its own processing width, and a part of these regions is divided into primary processing regions and the remaining regions are divided into secondary processing regions. If it is, it is enough. Moreover, the chemical | medical agent used as a chemical countermeasure at the time of a primary process is a chemical purification agent or a chemical insolubilizer, and you may use what mixed both as needed.
[0009]
In this case, as described in claim 2, after the stirring and mixing head penetrates into the ground to a predetermined depth, the stirring and mixing head is moved by a predetermined distance in the front-rear direction with its own processing width, and the stirring and mixing head is moved at the movement completion position. the operation on the raised back to penetrate position as one cycle, repeating the stirring and mixing treatment is desirable in the efficiency of construction.
[0010]
More specifically, as described in claim 3, the stirring and mixing head is divided into two in the processing width direction so that one region serves as a primary processing region and the other region serves as a secondary processing region, and the stirring is performed. In repeatedly performing the stirring and mixing process by the mixing head, it is desirable to perform the process so that the secondary processing area of the stirring and mixing head overlaps the processed area of the primary process before one cycle.
[0012]
In addition, as a more specific structure of the stirring and mixing head used for each stirring and mixing process, as described in claim 4, a drug discharge port connected to a drug pumping tube is provided in a primary processing region of the stirring and mixing head, The secondary treatment region has a solidified material discharge port connected to the solidified material pressure feed pipe, respectively, and among these chemical pressure feed tube and solidified material pressure feed tube, a compression directed to the respective pressure feed direction is provided in the vicinity of each discharge port. It is desirable that air is introduced in order to increase the uniformity of stirring and mixing with the contaminated soil by increasing the flow rate of the drug and the solidifying material and by the aeration effect.
[0013]
Therefore, in the inventions according to claims 1 to 3, particularly, as described in claims 2 and 3, the stirring and mixing head is divided into two, and one region is set as a primary processing region, and the other region is set as a secondary processing region. In such a case, the chemical mixing means and the contaminated soil are mixed and mixed as the primary treatment for purification or insolubilization of the contaminated soil in the half of the stirring and mixing head. In the remaining half of the area, the contaminated soil contained in the contaminated soil is contained by agitation and mixing of the contaminated soil and the solidified material after the primary treatment as the secondary treatment.
[0014]
【The invention's effect】
According to the first to third aspects of the present invention, the chemical purification or chemical insolubilization treatment that is the primary treatment and the physical containment treatment that is the secondary treatment are performed in parallel based on the movement of the single stirring and mixing head. As a result, it is possible to achieve the intended purpose with a single construction, which can dramatically improve the work efficiency in addition to simplifying the equipment, as well as the primary and secondary treatments. Is carried out continuously, there is an effect that the degree of agitation and mixing of the contaminated soil, the drug and the solidifying material is made uniform, and the variation can be eliminated.
[0015]
Also, the involved part of the actual stirring and mixing treatment of 拌mixing head, due to the structure that is divided into primary treatment area and the second processing region in the processing width direction with a splitting partition plate, existing For example There is an advantage that the intended purpose can be achieved simply by adding a dividing partition plate to the stirring and mixing head.
[0016]
According to the invention described in claim 4, since the compressed air is introduced immediately before the medicine and the solidifying material are discharged, the medicine and the solidifying material are discharged from the discharge port for acceleration by the compressed air. Is carried out stably and there is an advantage that the uniformity of stirring and mixing of the drug or solidifying material and the contaminated soil is further improved due to the so-called aeration effect.
[0017]
DETAILED DESCRIPTION OF THE INVENTION
1 to 4 show a first preferred embodiment of the present invention. In particular, FIG. 1 is an overall plan view thereof, FIG. 2 is a left side view of the main part of FIG. 1, and FIGS. The details of the stirring and mixing heads 1 and 2 are shown respectively.
[0018]
As shown in FIG. 1, for example, a part of soil contaminated with heavy metal such as hexavalent chromium is partitioned as a purification (regeneration) target region Q, and a temporary steel plate 1 serving as a scaffold is adjacent to the region Q. It is laid.
[0019]
The purification processing apparatus for construction is configured with a backhoe 2 as a work system construction machine as a base machine (base machine), and a so-called trencher type stirring and mixing head 4 is mounted at the tip of the arm 3.
[0020]
As shown in FIGS. 3 and 4, the stirring and mixing head 4 is provided between a driving wheel 6 such as a chain sprocket provided on the upper part of a substantially prismatic frame 5 extending in the vertical direction and a driven wheel 7 provided on the lower part. An endless drive chain 8 is wound and a plurality of wide stirring blades 9 are mounted on the outer periphery of the drive chain 8 at a predetermined pitch. The drive wheel is driven by a hydraulic motor 10 provided on the same axis as the drive wheel 6. The agitating blades 9 are rotated together with the drive chain 8 by rotating the drive 6. A predetermined tension is applied to the drive chain 8 by a chain tensioner 11 provided on the frame 5 side.
[0021]
Also, the frame 5 is provided with a plurality of partition plates 12 so as to be symmetrical in FIGS. 3B and 4, and as shown in FIG. The width of the stirring blade 9 that is the processing width is equally divided into left and right with the partition plate 12. Thereby, the part which manages the actual stirring and mixing process in the stirring and mixing head 4 is divided into a left and right primary processing area F1 and a secondary processing area F2 with the partition plate 12 in FIG. 3A as the center.
[0022]
Furthermore, an independent drug discharge port 13 and solidifying material discharge port 14 are provided in the lower part of the frame 5 for each of the primary processing region F1 and the secondary processing region F2. The drug discharge port 13 is connected to the drug mixing plant 16 of FIG. 1 via a drug pressure feeding tube 15, and the solidification material discharge port 14 is connected to the solidification material mixing plant 18 of FIG. ing. The prismatic frame 5 has a sealed inner space that also serves as an air tank, and compressed air is introduced from a pressure source (not shown) through an air pipe 20 connected to a port 19 at the top of the frame 5. ing. Further, the air pipe 22 connected to the port 21 at the lower part of the frame 5 is located at the ends of the drug pressure feed pipe 15 and the solidifying material pressure feed pipe 17, that is, slightly upstream of the drug discharge port 13 and the solidification material discharge port 14, respectively. The compressed air in the frame 5 is introduced into the drug pressure feeding pipe 15 and the solidified material pressure feeding pipe 17 so as to be connected and directed in the pressure feeding direction or the discharge direction.
[0023]
The drug mixing plant 16 and the solidifying material mixing plant 18 shown in FIG. 1 basically have the same configuration, and are a silo 23, a water tank 24, a mixer 25, a grout pump 26, a generator 27, a flow meter 28, and the like. It has. In the chemical mixing plant 16, a chemical purifying agent or chemical insolubilizer and water are mixed to form an aqueous solution and pumped to the stirring and mixing head 4 side. On the stirring and mixing head 4 side, FIG. As shown in FIG. 5, the medicine is ejected from the medicine ejection port 13 in a diffusion state downward, for example, under the ejection pattern P1. In the chemical mixing plant 16, a chemical purifying agent or a chemical insolubilizing agent may be used alone and then mixed with water to form an aqueous solution. However, if necessary, the chemical purifying agent and the chemical insolubilizing agent are used in combination. It may be mixed with water to form an aqueous solution. Similarly, in the solidifying material mixing plant 18, a cement-based solidifying material or lime-based solidifying material and water are mixed to form a slurry-like aqueous solution and then pumped to the stirring and mixing head 4 side, while the solidifying material mixing plant 18 is solidified. For example, the material is discharged in a diffused state downward from the material discharge port 14 under the discharge pattern P2.
[0024]
Here, as described above, the compressed air is introduced so as to be directed in the discharge direction immediately before the predetermined drug or solidification material is discharged from the drug discharge port 13 and the solidification material discharge port 14. The medicine or solidifying material immediately before the discharge is further accelerated.
[0025]
In the contaminated soil purification equipment configured as described above, each stirring blade 9 of the stirring and mixing head 4 is moved around together with the drive chain 8 as shown in FIGS. In a state where the chemical insolubilizer is simultaneously discharged from the solidifying material discharge port 14, the stirring and mixing head 4 itself is placed in the contaminated soil in a vertical posture along the virtual partition line a 1 of the purification target region Q. After penetrating to a predetermined depth, the width of the stirring blade 9 is set as the processing width while maintaining the penetration depth, and the reach of the back hoe 2 is used to move in the front-rear direction to the other virtual marking line a2, and at the movement completion position After the stirring and mixing head 4 is pulled up, the operation of returning to the penetration position again is set as one cycle, and the backhoe 2 itself is intermittently traversed, and the construction is carried out once, and further, the process is performed once. (F1 + F2) processed region of assumed repeating construction continuously to continuously together with the processing width direction.
[0026]
In this case, in the portion corresponding to the primary processing region F1 of the stirring and mixing head 4, the chemical purifier or chemical insolubilizer discharged as the primary processing and the contaminated soil are stirred and mixed, while the secondary of the stirring and mixing head 4 is mixed. In the portion corresponding to the processing region F2, the solidified material discharged as the secondary processing and the contaminated soil are mixed with stirring. In this stirring and mixing process, since the compressed air is mixed immediately before the medicine or the solidified material discharged from the medicine discharge port 13 and the solidifying material discharge port 14, the drug or the solidified material is used for the so-called aeration effect. Uniformity of stirring and mixing of the solidified material and the contaminated soil will be improved.
[0027]
That is, as shown in FIG. 1, the chemical purifier or chemical insolubilizer and the contaminated soil are stirred and mixed in the treated region for each cycle in which the width (F1 + F2) of the stirring blade 9 is the treatment width. Since the primary treatment area and the secondary treatment area where the solidified material and the contaminated soil are mixed with stirring are arranged side by side, the n-th treatment area and the n + 1-th treatment area in the process of continuous construction. It is assumed that the processing is performed so that the processed region overlaps each other by a half of the processing width dimension (F1 + F2). By doing so, in the construction process of one cycle by the stirring and mixing head 4, the secondary treatment for the primary treated region (the region where the stirring and mixing treatment of the chemical purifying agent or chemical insolubilizer and the contaminated soil has already been completed) is performed. Treatment (stirred mixing treatment of contaminated soil and solidified material that has already undergone primary treatment) and primary treatment in a region adjacent to it (stirring mixing treatment of chemical purifier or chemical insolubilizer and contaminated soil) Will be performed in parallel in the form of simultaneous progress.
[0028]
For example, in the example of FIG. 1, the area b is an area where both the primary process and the secondary process have already been completed, and the areas b1 and b2 are the areas currently being constructed, but the area b1 has already been completed with the primary process. In addition, the secondary process is an area in which the primary process is currently in progress, and the area b2 is an area in which the primary process is currently in progress.
[0029]
As described above, according to the present embodiment, the primary treatment and the secondary treatment are performed in parallel in the process of performing the construction substantially once by the single stirring and mixing head 4 having the backhoe 2 as a base. In addition, the primary treatment and the secondary treatment are continuously performed, so that the work efficiency can be improved and the degree of stirring and mixing can be made uniform.
[0030]
Here, as a quality evaluation system after the purification treatment of the contaminated soil, the discharge amount of the chemical or the solidifying material for chemical purification or chemical insolubilization, the rotation speed and processing speed of the drive unit in the stirring and mixing head 4, and the contamination soil It is desirable that the improvement depth (depth of penetration of the stirring and mixing head 4) and the like are measured and recorded in real time or periodically so that it can always be confirmed whether or not the actual purification processing quality satisfies the target processing quality.
[0031]
5 to 7 show another example of the stirring and mixing head according to the second embodiment of the present invention.
[0032]
In the second embodiment, two drive chains 37 having stirring blades 36 on the outer periphery are provided on a common frame 35 of the stirring and mixing head 34, respectively, and an upper drive wheel 38 and a lower driven wheel. 39 are arranged in parallel so as to be wound around the drive shaft 37, and simultaneously driven by a single hydraulic motor 40 sharing the two drive chains 37. The frame 35 is provided with a partition plate 41, whereby one drive chain 37 side is partitioned as a primary processing region F1, and the other drive chain 37 side is partitioned as a secondary processing region F2. A pair of left and right drug discharge ports 43 branched from the drug pressure feeding tube 42 are provided on the F1 side, and a pair of left and right solidification material discharge ports 45 similarly branched from the solidification material pressure feeding tube 44 are provided on the secondary processing region F2 side. ing. Similarly to the first embodiment, the frame 35 also serves as an air tank, and the compressed air once introduced into the frame 35 via the air pipe 20 is also connected to the medicine discharge port via the air pipe 22. 43 and the solidified material discharge port 45 are supplied to the upstream side. Each drive chain 37 is individually given a predetermined tension by a chain tensioner 46.
[0033]
According to the second embodiment, the processing width dimension in the stirring and mixing head 34 (the width dimension of the stirring blade 36 as a whole of the stirring and mixing head 34) and the processing width dimension in the primary processing region F1 and the secondary processing region F2 are as follows. Since (the width dimension of the stirring blade 36 for each drive chain 37) can be secured larger than that of the first embodiment, there is an advantage that the processing efficiency is further improved.
[0039]
Assuming that a chemical purification agent and a chemical insolubilizer are used in addition to the solidifying material , the stirring and mixing head is divided into three equal parts in the direction of its own treatment width by two partition plates, and chemical purification is performed. Mixing of the solidified material with the contaminated soil after the primary and secondary treatments, with the mixing of the chemical and the contaminated soil as the primary treatment, and the mixing of the chemical insolubilizer with the contaminated soil after the primary treatment as the secondary treatment was assumed to be performed in parallel each processing as tertiary treatment, secondary treatment area of stirring and mixing heads side to the primary processed area in the processing target area Q of the contaminated soil per cycle operation is overlapped and two it is also possible to tertiary treatment area for the next processed area to a stirred mixture Head side performs construction by moving the stirring mixture heads so as to overlap.
[Brief description of the drawings]
FIG. 1 is an explanatory plan view showing a first embodiment of a contaminated soil purification system according to the present invention.
FIG. 2 is a left side view of the main part of FIG.
FIGS. 3A and 3B are diagrams showing details of the stirring and mixing head shown in FIGS. 1 and 2, wherein FIG. 3A is a front view thereof, and FIG. 3B is a left side view of FIG.
4 is a right side view of FIG.
FIG. 5 is a front view showing another type of agitation head according to a second embodiment of the present invention.
6 is a left side view of FIG.
7 is a right side view of FIG.
FIG. 8 is an explanatory plan view showing an example of a conventional contaminated soil purification system.
FIG. 9 is a left side view of a main part of Figure 8.
[Explanation of symbols]
2 ... Backhoe (working construction machine)
DESCRIPTION OF SYMBOLS 3 ... Arm 4 ... Agitation mixing head 5 ... Frame 6 ... Drive wheel 7 ... Driven wheel 8 ... Drive chain 9 ... Agitation blade 12 ... Partition plate 13 ... Drug discharge port 14 ... Solidification material discharge port 15 ... Drug pressure feed tube 17 ... Solidification Material pressure feed pipe 20, 22 ... Air pipe 34 ... Stirring mixing head 35 ... Frame 36 ... Stirring blade 37 ... Drive chain 38 ... Drive wheel 39 ... Driven wheel 41 ... Partition plate 42 ... Drug pressure feed pipe 43 ... Drug discharge port 44 ... Solidification Material feed pipe 45 ... Solidified material discharge port
F1 ... Primary processing area F2 ... Secondary processing area

Claims (4)

フレームに設けた上部駆動輪と同じくフレームに設けた下部従動輪との間に、上下方向に周回駆動されるエンドレスなチェーンを巻き掛けるとともに、そのチェーンの外周に複数の撹拌翼を装着した撹拌混合ヘッドによって、汚染物質により汚染された土壌を原位置にて化学的対抗手段である一種もしくは二種以上の薬剤と撹拌混合して浄化もしくは不溶化のための一次処理を施すとともに、一次処理後の土壌を同じく原位置にて固化材と撹拌混合することにより二次処理として汚染物質の封じ込め処理を施すようにした汚染土壌の浄化処理方法であって、
作業系建設機械のアーム先端に装着された撹拌混合ヘッドを土壌中に貫入した上でそれ自体の処理幅をもって前後方向に所定距離だけ移動させ、汚染土壌と薬剤もしくは固化材との撹拌混合を施すにあたり、
上記撹拌混合ヘッドのうち実際の撹拌混合処理に関与する部分を、分割用仕切板によってそれ自体の処理幅方向で少なくとも一次処理領域と二次処理領域の複数の領域に分割し、
撹拌混合ヘッドの一次処理領域からは化学的対抗手段である薬剤を、二次処理領域からは固化材をそれぞれ汚染土壌中に同時に吐出して、一次処理と二次処理を並行して行うとともに、
処理済み領域がその処理幅方向で相互に連続するように撹拌混合処理を繰り返し行うことを特徴とする汚染土壌の浄化処理方法。
An endless chain that is driven in a vertical direction is wound between the upper drive wheel provided on the frame and the lower driven wheel provided on the frame, and agitation mixing is performed by attaching a plurality of agitation blades to the outer periphery of the chain. The head is subjected to primary treatment for purification or insolubilization by stirring and mixing the soil contaminated with pollutants in situ with one or more chemicals as chemical countermeasures, and after the primary treatment A method for purifying contaminated soil in which a contaminant is contained as a secondary treatment by stirring and mixing with a solidifying material in the same place,
After agitating and mixing head attached to the tip of the arm of the work system construction machine penetrates into the soil , it is moved by a predetermined distance in the front-rear direction with its own treatment width to agitate and mix the contaminated soil and the drug or solidifying material. In giving
The part involved in the actual stirring and mixing process of the stirring and mixing head is divided into a plurality of regions of at least a primary processing region and a secondary processing region in the processing width direction of itself by a dividing partition plate ,
From the primary treatment area of the stirring and mixing head, the chemical countermeasure means, and from the secondary treatment area, the solidified material is simultaneously discharged into the contaminated soil, and the primary treatment and the secondary treatment are performed in parallel .
A method for purifying contaminated soil, characterized in that the agitation and mixing treatment is repeatedly performed so that the treated regions are continuous in the treatment width direction .
撹拌混合ヘッドを所定深度まで地中に貫入した上でそれ自体の処理幅をもって前後方向に所定距離だけ移動させるとともに移動完了位置にて撹拌混合ヘッドを引き上げた上で貫入位置に戻す動作を1サイクルとして、撹拌混合処理を繰り返し行うことを特徴とする請求項1に記載の汚染土壌の浄化処理方法。One cycle of the stirring and mixing head penetrating into the ground up to a predetermined depth, moving it by a predetermined distance in the front-rear direction with its own processing width , raising the stirring and mixing head at the movement completion position, and returning it to the penetration position and to, purification treatment method contaminated soil according to claim 1, characterized in that repeating the stirring and mixing process. 撹拌混合ヘッドを処理幅方向で二分割して、一方の領域を一次処理領域とするとともに他方の領域を二次処理領域とし、
上記撹拌混合ヘッドによる撹拌混合処理を繰り返し施すにあたり、1サイクル前の一次処理についての処理済み領域に対して撹拌混合ヘッドの二次処理領域がオーバーラップするようにして処理を行うことを特徴とする請求項2に記載の汚染土壌の浄化処理方法。
The stirring and mixing head is divided into two in the processing width direction, and one region is a primary processing region and the other region is a secondary processing region,
When repeatedly performing the stirring and mixing process by the stirring and mixing head, the secondary processing region of the stirring and mixing head is overlapped with the processed region of the primary process before one cycle. The method for purifying contaminated soil according to claim 2.
請求項1に記載の汚染土壌の浄化処理方法に用いる装置であって、
撹拌混合ヘッドの一次処理領域には薬剤圧送管に接続された薬剤吐出口を、二次処理領域には固化材圧送管に接続された固化材吐出口をそれぞれ臨ませ、
薬剤圧送管および固化材圧送管のうち各吐出口の近傍にはそれぞれの圧送方向を指向する圧縮空気が導入されるようになっていることを特徴とする汚染土壌の浄化処理装置。
It is an apparatus used for the purification processing method of the contaminated soil of Claim 1, Comprising:
In the primary processing area of the agitation and mixing head, the medicine discharge port connected to the drug pressure feeding pipe is faced, and in the secondary processing area, the solidification material discharge port connected to the solidification material pressure feeding pipe is faced.
Purifying apparatus of contaminated soil you characterized in that compressed air is adapted to be introduced in the vicinity of each discharge port for directing each of the pumping direction of the drug pumping tube and the solidifying material pumping pipe.
JP2002263497A 2002-09-10 2002-09-10 Purification method and apparatus for contaminated soil Expired - Fee Related JP4001798B2 (en)

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