JP2014079713A - Method for purifying contaminated soil and purifier - Google Patents

Method for purifying contaminated soil and purifier Download PDF

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JP2014079713A
JP2014079713A JP2012230195A JP2012230195A JP2014079713A JP 2014079713 A JP2014079713 A JP 2014079713A JP 2012230195 A JP2012230195 A JP 2012230195A JP 2012230195 A JP2012230195 A JP 2012230195A JP 2014079713 A JP2014079713 A JP 2014079713A
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contaminated soil
water
soil
arsenic
sodium
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JP6061609B2 (en
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Nobuyasu Okuda
信康 奥田
Hiroshi Okada
啓 岡田
通 ▲高▼倉
Toru Takakura
Yoshimasa Fujiyasu
良昌 藤安
Yorio Nogawa
順雄 野川
Toyohiko Fujita
豊彦 藤田
Kota Miyabe
皓太 宮部
Masanori Nakano
雅則 中野
Ryuji Miyahara
隆二 宮原
Takuya Wada
拓也 和田
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Takenaka Komuten Co Ltd
Takenaka Doboku Co Ltd
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Takenaka Komuten Co Ltd
Takenaka Doboku Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To efficiently remove heavy metals from contaminated soil.SOLUTION: Arsenic is removed from contaminated soil 20 by dispersing soil grains 50 and colloids 52 which adsorb arsenic thereon, in ground water 18, and collecting the ground water 18 (contaminated water 19). In addition, a vibratory device 130 applies vibration to the ground water 18, thereby the dispersion of the soil grains 50 and the colloids 52 in the contaminated soil 20, which adsorb arsenic thereon, is accelerated, and as a result, arsenic 60 is effectively removed from the contaminated soil 20.

Description

本発明は、汚染土壌の浄化方法及び浄化装置に関する。   The present invention relates to a contaminated soil purification method and purification device.

特許文献1には、汚染物質によって汚染され地下水位よりも下部にある汚染域近傍に注水する注水井戸を設けるとともに、注水井戸からの注入水が汚染域を経由するように揚水井戸設け、揚水井戸から汲み上げた地下水を水処理システムによって浄化する汚染土壌の原位置浄化装置が記載されている。そして、この先行技術には、注入水に弱酸性物質または弱アルカリ性物質を混入して、重金属等の注入水への溶出を促進させる技術が開示されている。   Patent Document 1 provides a water injection well for injecting water in the vicinity of a contaminated area that is contaminated with pollutants and below the groundwater level, and a pumping well is provided so that injected water from the water injection well passes through the contaminated area. An in-situ purification device for contaminated soil that purifies groundwater pumped from water by a water treatment system is described. And in this prior art, the technique which mixes a weak acidic substance or a weak alkaline substance in injection water, and promotes the elution to injection water of heavy metals etc. is disclosed.

特許文献2には、重金属含有水田土壌を薬剤水溶液で洗浄した後、水で洗浄する原位置浄化方法が記載されている。そして、この先行技術には、耕盤から水面までの深さが35cm以上になるように、薬剤水溶液又は水を加えて洗浄する技術が開示されている。   Patent Document 2 describes an in-situ purification method in which heavy metal-containing paddy soil is washed with a chemical aqueous solution and then washed with water. And in this prior art, the technique which adds and wash | cleans a chemical | medical-agent aqueous solution or water is disclosed so that the depth from a cultivation board to a water surface may be 35 cm or more.

しかし、上記従来技術は、汚染土壌から重金属類を効率的に除去して汚染土壌を浄化する点で改善の余地がある。   However, the above prior art has room for improvement in that the heavy metals are efficiently removed from the contaminated soil to purify the contaminated soil.

特開2004−330084号公報JP 2004-330084 A 特開2007−301491号公報JP 2007-301491 A

本発明は、上記事実に鑑み、汚染土壌から重金属類を効率的に除去することが課題である。   An object of the present invention is to efficiently remove heavy metals from contaminated soil in view of the above facts.

請求項1の発明は、重金属類が吸着した土粒子及びコロイドを分散させる分散剤を含む水を汚染土壌に注水する注水工程と、前記汚染土壌に注水され、前記重金属類が吸着した前記土粒子及び前記コロイドが分散した前記水を回収する回収工程と、を備える。   The invention of claim 1 includes a water injection step of injecting water containing soil particles adsorbed with heavy metals and a dispersant for dispersing colloids into the contaminated soil, and the soil particles injected into the contaminated soil and adsorbed with the heavy metals And a recovery step of recovering the water in which the colloid is dispersed.

請求項1に記載の発明では、重金属類が吸着した土粒子及びコロイドを分散する分散剤を含む水を汚染土壌に注水する。汚染土壌に注水された水に含まれる分散剤によって、汚染土壌から重金属類が吸着した土粒子及びコロイドが分離し水に分散する。そして、重金属類が吸着した土粒子及びコロイドが分散した水を回収することで、汚染土壌から重金属類が除去される。   In the first aspect of the present invention, water containing a dispersing agent that disperses the soil particles and colloids on which heavy metals are adsorbed is poured into the contaminated soil. By the dispersant contained in the water poured into the contaminated soil, the soil particles and colloids adsorbed with heavy metals are separated from the contaminated soil and dispersed in water. And the heavy metal is removed from contaminated soil by collect | recovering the water in which the soil particle and the colloid which adsorb | sucked the heavy metal were disperse | distributed.

請求項2の発明は、前記分散剤は、アクリル酸系重合物、ポリカルボン酸塩、フミン酸ソーダ、リグニンスルフォン酸ソーダ、ヘキサメタりん酸ナトリウム、ピロリん酸ナトリウム、及びトリポリりん酸ナトリウムの少なくとも一種を含む。   The invention according to claim 2 is characterized in that the dispersant is at least one of acrylic acid polymer, polycarboxylate, sodium humate, sodium lignin sulfonate, sodium hexametaphosphate, sodium pyrophosphate, and sodium tripolyphosphate. including.

請求項2に記載の発明では、アクリル酸系重合物、ポリカルボン酸塩、フミン酸ソーダ、リグニンスルフォン酸ソーダ、ヘキサメタりん酸ナトリウム、ピロリん酸ナトリウム、及びトリポリりん酸ナトリウムで、重金属類が吸着した土粒子又はコロイドを液中に分散させることで分離回収するので、酸やアルカリを用いて重金属類を溶出させて回収する場合と比較して、土壌のpHの変化が抑制され、分離された重金属類の回収が容易である点で、環境負荷がより抑制される。なお、アクリル酸系重合物は中性から弱アルカリ性であり、土壌のpHの変化を小さくする観点からは、アクリル酸系重合物が望ましい。   In the invention according to claim 2, heavy metals are adsorbed by acrylic acid polymer, polycarboxylate, sodium humate, sodium lignin sulfonate, sodium hexametaphosphate, sodium pyrophosphate, and sodium tripolyphosphate. Since the separated soil particles or colloids are separated and recovered in the liquid, the change in the pH of the soil is suppressed and separated as compared with the case where the heavy metals are eluted and recovered using acid or alkali. The environmental load is further suppressed in that it is easy to recover heavy metals. The acrylic acid polymer is neutral to weakly alkaline, and the acrylic acid polymer is desirable from the viewpoint of reducing the change in soil pH.

請求項3の発明は、前記重金属類は、砒素、セレン、ふっ素、六価クロム、ホウ素、鉛、水銀、シアン、及びカドミウムの少なくとも一種を含む。   According to a third aspect of the present invention, the heavy metal includes at least one of arsenic, selenium, fluorine, hexavalent chromium, boron, lead, mercury, cyan, and cadmium.

請求項3に記載の発明では、砒素、セレン、ふっ素、六価クロム、ホウ素、鉛、水銀、シアン、及びカドミウムの少なくとも一種を含む汚染土壌を効果的に浄化することができる。   In the invention described in claim 3, contaminated soil containing at least one of arsenic, selenium, fluorine, hexavalent chromium, boron, lead, mercury, cyan, and cadmium can be effectively purified.

請求項4の発明は、前記汚染土壌に注水された前記水に振動を与える振動工程を備える。   The invention according to claim 4 includes a vibration step for applying vibration to the water poured into the contaminated soil.

請求項4に記載の発明では、水に振動を与えることで、汚染土壌から重金属類が吸着した土粒子及びコロイドの水への分散が促進される。   In the invention described in claim 4, by imparting vibration to the water, the dispersion of the soil particles and colloid in which heavy metals are adsorbed from the contaminated soil is promoted.

請求項5の発明は、重金属類が吸着した土粒子及びコロイドを分散させる分散剤を含む水を汚染土壌に注水する注水井戸と、前記汚染土壌に注水され、前記重金属類が吸着した前記土粒子及び前記コロイドが分散した前記水を汲み上げる揚水井戸と、を備える。   The invention according to claim 5 is a water injection well for injecting water containing soil particles adsorbed with heavy metals and a dispersant for dispersing colloids into the contaminated soil, and the soil particles injected into the contaminated soil and adsorbed with the heavy metals. And a pumping well for pumping up the water in which the colloid is dispersed.

請求項5に記載の発明では、重金属類が吸着した土粒子及びコロイドを分散する分散剤を含む水を汚染土壌に注水井戸で注水する。汚染土壌に注水された水に含まれる分散剤によって、汚染土壌から重金属類が吸着した土粒子及びコロイドが分離し水に分散する。そして、重金属類が吸着した土粒子及びコロイドが分散した水を揚水井戸で汲み上げて回収することで、汚染土壌から重金属類が除去される。   In invention of Claim 5, the water containing the dispersing agent which disperse | distributes the soil particle and colloid which heavy metal adsorb | sucked is poured into a contaminated soil with a water injection well. By the dispersant contained in the water poured into the contaminated soil, the soil particles and colloids adsorbed with heavy metals are separated from the contaminated soil and dispersed in water. And the heavy metal is removed from the contaminated soil by pumping and collecting the water in which the soil particles and the colloid dispersed in the heavy metal are absorbed in the pumping well.

請求項6の発明は、前記分散剤は、アクリル酸系重合物、ポリカルボン酸塩、フミン酸ソーダ、リグニンスルフォン酸ソーダ、ヘキサメタりん酸ナトリウム、ピロリん酸ナトリウム、及びトリポリりん酸ナトリウムの少なくとも一種が含まれる。   The invention of claim 6 is characterized in that the dispersant is at least one of acrylic acid polymer, polycarboxylate, sodium humate, sodium lignin sulfonate, sodium hexametaphosphate, sodium pyrophosphate, and sodium tripolyphosphate. Is included.

請求項6に記載の発明では、アクリル酸系重合物、ポリカルボン酸塩、フミン酸ソーダ、リグニンスルフォン酸ソーダ、ヘキサメタりん酸ナトリウム、ピロリん酸ナトリウム、及びトリポリりん酸ナトリウムで、重金属類が吸着した土粒子又はコロイドを液中に分散させることで分離回収するので、酸やアルカリを用いて重金属類を溶出させて回収する場合と比較して、土壌のpHの変化が抑制され、分離された重金属類の回収が容易である点で、環境負荷がより抑制される。なお、アクリル酸系重合物は中性から弱アルカリ性であり、土壌のpHの変化を小さくする観点からは、アクリル酸系重合物が望ましい。   In the invention of claim 6, heavy metals are adsorbed by acrylic acid polymer, polycarboxylate, sodium humate, sodium lignin sulfonate, sodium hexametaphosphate, sodium pyrophosphate, and sodium tripolyphosphate. Since the separated soil particles or colloids are separated and recovered in the liquid, the change in the pH of the soil is suppressed and separated as compared with the case where the heavy metals are eluted and recovered using acid or alkali. The environmental load is further suppressed in that it is easy to recover heavy metals. The acrylic acid polymer is neutral to weakly alkaline, and the acrylic acid polymer is desirable from the viewpoint of reducing the change in soil pH.

請求項7の発明は、前記重金属類は、砒素、セレン、ふっ素、六価クロム、ホウ素、鉛、水銀、シアン、及びカドミウムの少なくとも一種が含まれる。   According to a seventh aspect of the present invention, the heavy metal includes at least one of arsenic, selenium, fluorine, hexavalent chromium, boron, lead, mercury, cyan, and cadmium.

請求項7に記載の発明では、砒素、セレン、ふっ素、六価クロム、ホウ素、鉛、水銀、シアン、及びカドミウムの少なくとも一種を含む汚染土壌を効果的に浄化することができる。   In the invention of claim 7, contaminated soil containing at least one of arsenic, selenium, fluorine, hexavalent chromium, boron, lead, mercury, cyan, and cadmium can be effectively purified.

請求項8の発明は、前記汚染土壌に注水された前記水に振動を与える振動手段を備える。   The invention of claim 8 is provided with a vibration means for giving vibration to the water poured into the contaminated soil.

請求項8に記載の発明では、振動手段によって水に振動を与えることで、汚染土壌から重金属類が吸着した土粒子及びコロイドの水への分散が促進される。   In the eighth aspect of the invention, the dispersion of the soil particles and the colloid in which heavy metals are adsorbed from the contaminated soil is promoted by applying vibration to the water by the vibration means.

本発明によれば、汚染土壌から重金属類を効率的に除去することができる。   According to the present invention, heavy metals can be efficiently removed from contaminated soil.

本発明の実施形態にかかる浄化装置を示す模式図である。It is a schematic diagram which shows the purification apparatus concerning embodiment of this invention. 土粒子及びコロイドに砒素が付着している状態を示す概念図である。It is a conceptual diagram which shows the state in which arsenic has adhered to the soil particle and the colloid. 分散剤の仕様を記載した表である。It is the table | surface which described the specification of the dispersing agent. 揚水井戸から汲み上げられた汚染水(地下水)の砒素濃度及び砒素回収累積量を示すグラフである。It is a graph which shows the arsenic density | concentration of the polluted water (groundwater) pumped up from a pumping well, and the arsenic collection | recovery cumulative amount. 土粒子及びコロイドに砒素が付着していることを確認する実験を(A)〜(E)に順番に示す説明図である。It is explanatory drawing which shows the experiment which confirms that arsenic has adhered to the soil particle and the colloid in order to (A)-(E). 分散剤による砒素の除去効果を確認する実験を説明する説明図である。It is explanatory drawing explaining the experiment which confirms the removal effect of the arsenic by a dispersing agent. 図6に示す実験の結果を示すグラフである。It is a graph which shows the result of the experiment shown in FIG.

本発明の一実施形態にかかる汚染土壌の浄化方法及び浄化装置について説明する。   A contaminated soil purification method and purification apparatus according to an embodiment of the present invention will be described.

[土壌]
図1に示すように、地盤10における地下水18の水位Sの上側は砂やシルト等で構成された透水層12となっている。また、地盤10における地下水位Sの下側は土粒子50及びコロイド52(図2参照)や礫を含んで構成された帯水層14となっている。なお、本実施形態の帯水層14の透水性は、10−4cm/秒以上とされている。
[soil]
As shown in FIG. 1, the upper side of the water level S of the ground water 18 in the ground 10 is a water permeable layer 12 made of sand, silt or the like. Further, below the groundwater level S in the ground 10 is an aquifer 14 composed of soil particles 50, colloids 52 (see FIG. 2) and gravel. In addition, the water permeability of the aquifer 14 of this embodiment is 10 −4 cm / second or more.

帯水層14には、重金属類である砒素60(図2を参照)を含む汚染土壌20が存在する。なお、汚染土壌20は、地表から約3m〜5m程度の深度に形成されている。また、汚染土壌20の下は、比較的透水性が低い非汚染土壌15となっている。なお、非汚染土とは、汚染物質(本実施形態では砒素60)に関する土壌環境基準に適合する土壌である。   In the aquifer 14, there is contaminated soil 20 containing arsenic 60 (see FIG. 2), which is a heavy metal. The contaminated soil 20 is formed at a depth of about 3 m to 5 m from the ground surface. Further, under the contaminated soil 20 is non-contaminated soil 15 having relatively low water permeability. Non-contaminated soil is soil that conforms to the soil environmental standards for contaminants (arsenic 60 in this embodiment).

図2に示すように、汚染土壌20中において、汚染土壌20に含まれる砒素60は、微細な土粒子50及びコロイド52に吸着している。なお、砒素60はイオン化することで負の電荷を持ち、微細な土粒子50及びコロイド52はこれらに含まれる鉄がイオン化することで正の電荷を持っている。そして、負の電荷を持つ砒素60が正の電荷を持つ土粒子50及びコロイド52に電気的に吸着している。   As shown in FIG. 2, in the contaminated soil 20, arsenic 60 contained in the contaminated soil 20 is adsorbed on the fine soil particles 50 and the colloid 52. Arsenic 60 has a negative charge by ionization, and fine soil particles 50 and colloid 52 have a positive charge by ionization of iron contained therein. The arsenic 60 having a negative charge is electrically adsorbed on the soil particles 50 and the colloid 52 having a positive charge.

[浄化装置]
図1に示すように本実施形態の浄化装置100は、注水井戸110と、汚染土壌20から地下水18を汲み上げる揚水井戸120と、汚染土壌20の地下水18に振動を与える振動装置130と、を備えている。なお、図1では、注水井戸110の両側に間隔をあけて、それぞれ揚水井戸120が設けられている。しかし、この図1の配置は一例であって、この構成に特定されるものではない。
[Purification device]
As shown in FIG. 1, the purification device 100 according to the present embodiment includes a water injection well 110, a pumping well 120 that pumps groundwater 18 from the contaminated soil 20, and a vibration device 130 that vibrates the groundwater 18 of the contaminated soil 20. ing. In FIG. 1, pumping wells 120 are provided at intervals on both sides of the water injection well 110. However, the arrangement of FIG. 1 is an example, and is not limited to this configuration.

注水井戸110は、微細な土粒子50及コロイド52(図2参照)を地下水18に分散させる分散剤を含む水80(以降「洗浄水80」と記す場合がある)を汚染土壌20に注水する。   The water injection well 110 injects into the contaminated soil 20 water 80 containing a dispersant that disperses the fine soil particles 50 and the colloid 52 (see FIG. 2) in the ground water 18 (hereinafter may be referred to as “washing water 80”). .

なお、本実施形態の分散剤は、中性から弱アルカリ性のアクリルアミド系のアクリル酸系重合物を用いている。具体的には、(株)テルナイト製の「テルフローE」を用いている。なお、テルフローEの詳細を図3に示す。   The dispersant of the present embodiment uses a neutral to weakly alkaline acrylamide-based acrylic acid polymer. Specifically, “Telflow E” manufactured by Ternite Co., Ltd. is used. The details of Telflow E are shown in FIG.

図1に示すように、注水井戸110及び揚水井戸120は、それぞれ下端部110A,120Aが、汚染土壌20の下の非汚染土壌15に達するように設けられている。また、注水井戸110から注入した洗浄水80が汚染土壌20を経由するように揚水井戸120が設けられている。   As shown in FIG. 1, the water injection well 110 and the pumping well 120 are provided such that the lower end portions 110 </ b> A and 120 </ b> A reach the uncontaminated soil 15 below the contaminated soil 20. Further, the pumping well 120 is provided so that the cleaning water 80 injected from the water injection well 110 passes through the contaminated soil 20.

注水井戸110及び揚水井戸120における汚染土壌20の深度に対応する位置には、それぞれ編目状のスクリーン112,122が設けられている。そして、注水井戸110のスクリーン112から洗浄水80を汚染土壌20に吐出すると共に、揚水井戸120のスクリーン120から地下水18を吸入する。また、スクリーン112,122を設けることで、注水井戸110及び揚水井戸120への土壌の侵入が防止される。   Knitted screens 112 and 122 are provided at positions corresponding to the depth of the contaminated soil 20 in the water injection well 110 and the pumping well 120, respectively. Then, the washing water 80 is discharged from the screen 112 of the water injection well 110 to the contaminated soil 20 and the ground water 18 is sucked from the screen 120 of the pumping well 120. In addition, by providing the screens 112 and 122, entry of soil into the water injection well 110 and the pumping well 120 is prevented.

振動装置130は、鋼製のパイプ132と振動源134とを含んで構成されている。パイプ132は、注水井戸110と揚水井戸120との間に設けられ、下端部132Aが汚染土壌20の下の非汚染土壌15に達するように埋設されている。   The vibration device 130 includes a steel pipe 132 and a vibration source 134. The pipe 132 is provided between the water injection well 110 and the pumping well 120, and is embedded so that the lower end portion 132 </ b> A reaches the non-contaminated soil 15 below the contaminated soil 20.

地上に突出した上端部132Bを振動源134によって振動させることでパイプ132全体が振動する。そして、このパイプ32の振動が汚染土壌20の地下水18に伝達され、地下水18が振動する。   The pipe 132 as a whole vibrates by vibrating the upper end 132B protruding to the ground by the vibration source 134. And the vibration of this pipe 32 is transmitted to the ground water 18 of the contaminated soil 20, and the ground water 18 vibrates.

なお、振動装置130は、このような構成に限定されるものではない。汚染土壌20の地下水18に振動を与え地下水18が振動することができれば、どのような構成の装置であってもよい。   Note that the vibration device 130 is not limited to such a configuration. Any device may be used as long as the groundwater 18 of the contaminated soil 20 can be vibrated and the groundwater 18 can vibrate.

[浄化方法]
注水井戸110から図示していないポンプによって洗浄水80を汚染土壌20に注水する。汚染土壌20に注水された洗浄水80に含まれる分散剤(図3参照)によって、汚染土壌20における砒素60が吸着した状態の土粒子50及びコロイド52(図2参照)が分離し、地下水18に分散する。
[Purification method]
Wash water 80 is poured from the water injection well 110 into the contaminated soil 20 by a pump (not shown). By the dispersing agent (see FIG. 3) contained in the washing water 80 poured into the contaminated soil 20, the soil particles 50 and the colloid 52 (see FIG. 2) in which the arsenic 60 is adsorbed in the contaminated soil 20 are separated, and the groundwater 18 To disperse.

別の観点から説明すると、土粒子50及びコロイド52から砒素60を分離して地下水18に抽出させるのではなく、砒素60が吸着した土粒子50及びコロイド52を地下水18に分散させて地下水18に砒素60を抽出させている。   From another viewpoint, instead of separating the arsenic 60 from the soil particles 50 and the colloid 52 and extracting the arsenic 60 into the groundwater 18, the soil particles 50 and the colloid 52 adsorbed by the arsenic 60 are dispersed in the groundwater 18 to form the groundwater 18. Arsenic 60 is extracted.

また、このとき振動装置130のパイプ132を振動させることで、地下水18が振動し、これにより土粒子50及びコロイド52の地下水18への分散が促進される。   At this time, the ground water 18 is vibrated by vibrating the pipe 132 of the vibration device 130, thereby promoting the dispersion of the soil particles 50 and the colloid 52 into the ground water 18.

そして、砒素60(図2参照)が吸着した土粒子50及びコロイド52が分散した地下水18(汚染水19)を揚水井戸120から図示していないポンプで汲み上げて回収することで、汚染土壌20から砒素60(図2参照)が除去される。   Then, the ground water 18 (contaminated water 19) in which the arsenic 60 (see FIG. 2) is adsorbed and the colloid 52 is dispersed is pumped from the pumping well 120 by a pump (not shown) and collected. Arsenic 60 (see FIG. 2) is removed.

なお、揚水井戸120が回収した砒素60が吸着した土粒子50及びコロイド52が分散した汚染水19は、別の場所に設けた凝集沈殿処理施設等で処理する。なお、現地で汚染水19から砒素60を除去する処理を行って地盤10に注水して戻してもよい。   The soil particles 50 adsorbed by the arsenic 60 collected by the pumping well 120 and the contaminated water 19 in which the colloids 52 are dispersed are treated in a coagulation sedimentation treatment facility or the like provided in another place. In addition, the process which removes the arsenic 60 from the contaminated water 19 may be performed locally, and water may be poured into the ground 10 and returned.

<作用及び効果>
つぎに本実施形態の作用及び効果について説明する。
<Action and effect>
Next, the operation and effect of this embodiment will be described.

砒素60が吸着した土粒子50及びコロイド52(図2参照)を地下水18に分散させ、地下水18(汚染水19)を回収することで、例えば土粒子50及びコロイド52から砒素60を分離して地下水18に抽出させる場合と比較し、汚染土壌20から砒素60が効果的に除去される。   The soil particles 50 and the colloid 52 (see FIG. 2) to which the arsenic 60 has been adsorbed are dispersed in the ground water 18 and the ground water 18 (contaminated water 19) is recovered, so that the arsenic 60 is separated from the soil particles 50 and the colloid 52, for example. Compared with the case where the groundwater 18 is extracted, the arsenic 60 is effectively removed from the contaminated soil 20.

また、振動装置130で地下水18に振動を与えることで、汚染土壌20の砒素60が吸着した土粒子50及びコロイド52の地下水18への分散が促進され、この結果、汚染土壌20から砒素60が更に効果的に除去される。   Further, by applying vibration to the groundwater 18 by the vibration device 130, the dispersion of the soil particles 50 and the colloid 52 adsorbed by the arsenic 60 of the contaminated soil 20 into the groundwater 18 is promoted. As a result, the arsenic 60 is absorbed from the contaminated soil 20. Further effectively removed.

また、分散剤(図3参照)として、アクリル酸系重合物を使用することで、地盤10のpHの変化を小さくすることができる。   Moreover, the change of pH of the ground 10 can be made small by using an acrylic acid-type polymer as a dispersing agent (refer FIG. 3).

別の観点から説明すると、砒素60が吸着した土粒子50やコロイド52を分散剤にて分散させることで分離回収するので、酸やアルカリを用いて砒素60を溶出させて回収する場合と比較して、地盤10のpHの変化が抑制され、分離された砒素60の回収が容易である点で、環境負荷がより抑制される。   From another viewpoint, since the soil particles 50 and the colloid 52 adsorbed by the arsenic 60 are separated and recovered by dispersing them with a dispersant, the arsenic 60 is eluted and recovered using acid or alkali. Thus, the environmental load is further suppressed in that the change in pH of the ground 10 is suppressed and the separated arsenic 60 can be easily recovered.

[汚染土壌の浄化結果]
つぎに、地盤10の汚染土壌20から砒素60が除去され浄化されたことを確認した結果について説明する。
[Contamination result of contaminated soil]
Next, a result of confirming that arsenic 60 has been removed and purified from the contaminated soil 20 of the ground 10 will be described.

図4には、揚水井戸120で汲み上げられた汚染水19(図1参照)の砒素60(図2参照)の濃度と砒素60の回収量累計とを示すグラフが図示されている。なお、(A)のグラフは一方の揚水井戸120が汲み上げた汚染水19の結果であり、(B)は他方の揚水井戸120が汲み上げた汚染水19の結果である。また、横軸は時間経過(週)を示している。   FIG. 4 is a graph showing the concentration of arsenic 60 (see FIG. 2) in the contaminated water 19 (see FIG. 1) pumped in the pumping well 120 and the total amount of arsenic 60 recovered. In addition, the graph of (A) is the result of the contaminated water 19 pumped up by one pumping well 120, and (B) is the result of the contaminated water 19 pumped up by the other pumping well 120. In addition, the horizontal axis indicates the passage of time (weeks).

そして、この図4に示されているグラフから、約9週間目で汚染水19(地下水18)の砒素の濃度がほぼ0(ゼロ)となると共に、累積回収量が飽和している。つまり、本発明で除去可能な汚染土壌20の砒素60の除去が完了したことが判る(浄化完了後の土壌を採取し、分析を行った結果、土壌環境基準を満たしていたことから、浄化が完了したことが判る)。   From the graph shown in FIG. 4, the concentration of arsenic in the contaminated water 19 (ground water 18) becomes almost 0 (zero) in about the 9th week, and the accumulated recovery amount is saturated. That is, it can be seen that the removal of arsenic 60 from the contaminated soil 20 that can be removed by the present invention has been completed (the soil after the purification was collected and analyzed, and the soil environmental standards were satisfied. You know it ’s done).

[土粒子及びコロイドに砒素が吸着していることの検証実験]
つぎに、汚染土壌20に含まれる砒素60が微細な土粒子50及びコロイド52に吸着していることを確認した実験の結果について説明する。
[Verification experiment of arsenic adsorption on soil particles and colloids]
Next, the results of an experiment confirming that arsenic 60 contained in the contaminated soil 20 is adsorbed on the fine soil particles 50 and the colloid 52 will be described.

実験は、平成15年環境省告示第18号に準拠し、ろ液(環告18号に基づく検液)の作成と測定を行った。具体的には、下記手順で行った。
図5(A)に示すように、汚染土壌20を採取して風乾させ、非金属製の2mmのふるい150を通過させる。
図5(B)に示すように、ふるいをかけた土壌20Aと溶媒152とを重量体積比10%の割合で混合する。なお、溶媒152は、純水に塩酸を加え、水素イオン濃度指数が5.8以上で6.3以下となるようにしたものである。
図5(C)に示すように、土壌20Aと溶媒152との混合物22を、常温・常圧において、振とう幅4〜5cmの毎分200回の条件で6時間連続振とうさせる。
図5(D)に示すように、更に、混合物22を毎分3000回転で20分間遠心分離する。
図5(E)に示すように、遠心分離した混合物22の上澄み液を、孔径0.45μmのメンブランフィルター154でろ過する。
The experiment was conducted in accordance with 2003 Ministry of the Environment Notification No. 18 to prepare and measure filtrate (test solution based on Ring No. 18). Specifically, the following procedure was used.
As shown in FIG. 5 (A), the contaminated soil 20 is collected and air-dried, and passed through a non-metallic 2 mm sieve 150.
As shown in FIG. 5B, the sieved soil 20A and the solvent 152 are mixed at a ratio by weight of 10%. The solvent 152 is obtained by adding hydrochloric acid to pure water so that the hydrogen ion concentration index is 5.8 or more and 6.3 or less.
As shown in FIG. 5C, the mixture 22 of the soil 20A and the solvent 152 is continuously shaken for 6 hours under conditions of 200 times per minute with a swing width of 4 to 5 cm at normal temperature and normal pressure.
As shown in FIG. 5D, the mixture 22 is further centrifuged at 3000 rpm for 20 minutes.
As shown in FIG. 5E, the supernatant of the centrifuged mixture 22 is filtered through a membrane filter 154 having a pore size of 0.45 μm.

このろ過したろ液24が環告18号に基づく検液である。そして、ろ液24(検液)は、0.45μmのメンブランフィルター154を通り抜けた微粒子、すなわち微細な土粒子50及びコロイド52(図2参照)が存在するため濁っている。そして、ろ過した液体24の定量分析を行った結果、砒素濃度が0.019mg/Lであった。また、このろ過した液体24を、更に2時間遠心分離をして、透明となった上澄みの砒素濃度は0.006mg/Lであった。   This filtered filtrate 24 is a test solution based on Ring No. 18. The filtrate 24 (test solution) is cloudy because there are fine particles that have passed through the 0.45 μm membrane filter 154, that is, fine soil particles 50 and colloids 52 (see FIG. 2). As a result of quantitative analysis of the filtered liquid 24, the arsenic concentration was 0.019 mg / L. Further, the filtered liquid 24 was further centrifuged for 2 hours, and the arsenic concentration of the transparent supernatant was 0.006 mg / L.

このように、汚染土壌20からフィルターを通り抜けた0.45μm以下の微粒子、すなわち微細な土粒子50及びコロイド52に砒素60が付着していることが確認された。   Thus, it was confirmed that the arsenic 60 was adhered to the fine particles of 0.45 μm or less that passed through the filter from the contaminated soil 20, that is, the fine soil particles 50 and the colloid 52.

[分散剤の効果]
洗浄水80、すなわち分散剤(アクリル酸系重合物((株)テルナイト製の「テルフローE」)の分散作用による砒素60の除去効果の検証実験について説明する。
[Effect of dispersant]
A verification experiment of the removal effect of arsenic 60 by the dispersing action of the washing water 80, that is, the dispersing agent (acrylic acid polymer (“Terflow E” manufactured by Ternite Co., Ltd.)) will be described.

図6に示すように、実験装置160は、カラム162とポンプ170と液体容器172とを含んで構成されている。カラム162には汚染土壌20が充填されている。また、カラム162における排水側の端部にはグラスウール166が設けられている。液体容器172には洗浄水(分散剤を含む水)80が入れられている。そして、ポンプ170によって、洗浄水80を通水し、グラスウール166を通過して排水された排液中の砒素60(図2参照)の量を測定する。なお、微細な土粒子50及びコロイド52はグラスウール166を通過する。また、比較例として分散剤を含まない水でも同様の実験を行った。   As shown in FIG. 6, the experimental apparatus 160 includes a column 162, a pump 170, and a liquid container 172. The column 162 is filled with contaminated soil 20. Further, glass wool 166 is provided at the drain side end of the column 162. Washing water (water containing a dispersing agent) 80 is placed in the liquid container 172. Then, the pump 170 measures the amount of arsenic 60 (see FIG. 2) in the drained water that has been passed through the glass wool 166 and passed through the glass wool 166. The fine soil particles 50 and the colloid 52 pass through the glass wool 166. As a comparative example, the same experiment was performed using water containing no dispersant.

図7に示すグラフに実験結果が示されている。なお、グラフの横軸は通水回数(通水量/土壌の間隙)を示し、縦軸は排液中の砒素の累積量(mg)を示している。そして、このグラフから判るように、洗浄水80の方が水よりも約7倍多く砒素60が除去された。また、目標とする砒素除去量2.1mgを10回の通水でクリアした。なお、この目標とする砒素除去量は、土壌環境基準(0.01mg/L以下)を達成するために必要な量である。   The experimental results are shown in the graph shown in FIG. The horizontal axis of the graph indicates the number of water passes (water flow rate / soil gap), and the vertical axis indicates the cumulative amount (mg) of arsenic in the drainage. As can be seen from this graph, the arsenic 60 was removed about seven times more in the cleaning water 80 than in the water. The target arsenic removal amount of 2.1 mg was cleared by passing water 10 times. The target arsenic removal amount is an amount necessary to achieve the soil environmental standard (0.01 mg / L or less).

このように、砒素60が吸着した土粒子50及びコロイド52が洗浄水80に分散し排出されることが確認された。また、分散剤を含まない水を通水しても砒素60を排出する効果は低いことが確認された。つまり、洗浄水80、すなわち分散剤(アクリル酸系重合物((株)テルナイト製の「テルフローE」))の分散作用による砒素60の除去効果が、確認された。   As described above, it was confirmed that the soil particles 50 and the colloid 52 adsorbed with the arsenic 60 are dispersed in the washing water 80 and discharged. Further, it was confirmed that the effect of discharging arsenic 60 was low even when water containing no dispersant was passed. That is, the removal effect of the arsenic 60 by the dispersing action of the washing water 80, that is, the dispersant (acrylic acid polymer (“Terflow E” manufactured by Ternite Co., Ltd.)) was confirmed.

また、この実験から、目標とする砒素除去量2.1mgをクリアする通水量とカラム162に充填した汚染土壌20の量とから、現地地盤10における土壌環境基準(0.01mg/L以下)をクリアするために必要な通水量を計算することがきる。   In addition, from this experiment, the soil environment standard (0.01 mg / L or less) in the local ground 10 is determined from the amount of water passing the target arsenic removal amount of 2.1 mg and the amount of contaminated soil 20 filled in the column 162. It is possible to calculate the amount of water necessary for clearing.

<その他>
尚、本発明は上記実施形態に限定されない。
<Others>
The present invention is not limited to the above embodiment.

上記実施形態では、分散剤は、アクリル酸系重合物(図3参照)を用いたが、これに限定されない。ただし、アクリル酸系重合物は中性から弱アルカリ性であり、土壌のpHの変化を小さくすることができる観点からは、アクリル酸系重合物が望ましい。
分散剤としては、土粒子及びコロイドの分散に有用なものであれば、特に制限はないが、ポリカルボン酸及びその塩、フミン酸塩、リグニンスルホン酸塩、ヘキサメタリン酸塩、ピロリン酸塩、及びトリポリリン酸塩などから選択される化合物が挙げられ、塩としては、ナトリウム塩、カリウム塩などのアルカリ金属塩、炭酸塩などが好ましい。
より具体的には、ヘキサメタリン酸ナトリウム溶液、ピロリン酸ナトリウム溶液、トリポリリン酸ナトリウム溶液などのリン酸塩水溶液が挙げられる。ポリカルボン酸としては、アクリル酸由来のモノマーを含んで構成される重合体、共重合体であるポリアクリル酸及びそのナトリウム塩、カリウム塩など好ましい。
なかでも、ポリカルボン酸塩系の高分子化合物であるポリアクリル酸及びその塩が、水に分散、溶解した場合、中性から弱アルカリ性の性状を示し、土壌のpH変化が、他の分散剤に比較して低く抑えられる点、及び、土粒子に対する吸着性、分散安定性が良好である点などから好ましい。
本発明に使用しうる分散剤は、市販品としても入手可能であり、例えば、ポリカルボン酸系化合物としては、セメント分散剤として公知のテルフローE(商品名:テルナイト社製:ポリカルボン酸/ポリアクリル酸塩複合物)、テルフローMX(商品名:テルナイト社製:ポリカルボン酸炭酸塩)、アロンAKフロー/AKフロー(B)(商品名:AKテクノ社製、ポリカルボン酸塩/重炭酸ソーダ/炭酸ソーダ)、レオフローA−1000(商品名:ライオン社製、ポリカルボン酸系高分子水溶液)、ジオスパーF1、K(商品名:フローリック社製、ポリカルボン酸系高分子化合物、オキシカルボン酸塩)などが挙げられ、これらは本発明に好適に使用しうる。
更に、複数種類の分散剤を含む洗浄水を注水してもよい。
In the said embodiment, although the acrylic polymer (refer FIG. 3) was used for the dispersing agent, it is not limited to this. However, acrylic acid-based polymers are neutral to weakly alkaline, and acrylic acid-based polymers are desirable from the viewpoint of reducing changes in soil pH.
The dispersant is not particularly limited as long as it is useful for dispersion of soil particles and colloids, but polycarboxylic acid and its salt, humate, lignin sulfonate, hexametaphosphate, pyrophosphate, and Examples thereof include compounds selected from tripolyphosphates, and preferred salts include alkali metal salts such as sodium salts and potassium salts, and carbonates.
More specifically, an aqueous phosphate solution such as a sodium hexametaphosphate solution, a sodium pyrophosphate solution, or a sodium tripolyphosphate solution may be mentioned. The polycarboxylic acid is preferably a polymer comprising a monomer derived from acrylic acid, a polyacrylic acid which is a copolymer, its sodium salt, potassium salt, or the like.
In particular, when polyacrylic acid and its salts, which are polycarboxylate-based polymer compounds, are dispersed and dissolved in water, they exhibit neutral to weakly alkaline properties, and changes in soil pH may cause other dispersants. Compared to the above, it is preferable because it can be kept low, and the adsorbability and dispersion stability with respect to the soil particles are good.
The dispersant that can be used in the present invention is also available as a commercial product. For example, as a polycarboxylic acid compound, telflow E (trade name: manufactured by Ternite Co., Ltd .: polycarboxylic acid / polyester) is known as a cement dispersant. Acrylate complex), Terflow MX (trade name: manufactured by Ternite: polycarboxylic acid carbonate), Aron AK flow / AK flow (B) (trade name: manufactured by AK Techno, polycarboxylate / sodium bicarbonate / carbonate Soda), Leoflow A-1000 (trade name: manufactured by Lion, polycarboxylic acid polymer aqueous solution), Geosper F1, K (trade name: manufactured by Floric, polycarboxylic acid polymer compound, oxycarboxylate) Etc., and these can be suitably used in the present invention.
Further, washing water containing a plurality of types of dispersants may be poured.

また、上記実施形態では、汚染土壌20に含まれる重金属類は砒素60であり、この砒素60の除去に本発明を適用したが、これに限定されない。例えば、セレン、ふっ素、六価クロム、ホウ素、鉛、水銀、シアン、及びカドミウムの除去にも本発明を適用することができる。また、複数種類の重金属類が含まれる汚染土壌の浄化にも本発明を適用することができる。言い換えると、土粒子及びコロイドに付着した重金属類の浄化に本発明を適用することができる。   In the above embodiment, the heavy metal contained in the contaminated soil 20 is arsenic 60, and the present invention is applied to the removal of the arsenic 60, but the present invention is not limited to this. For example, the present invention can be applied to the removal of selenium, fluorine, hexavalent chromium, boron, lead, mercury, cyanide, and cadmium. The present invention can also be applied to purification of contaminated soil containing a plurality of types of heavy metals. In other words, the present invention can be applied to purification of heavy metals attached to soil particles and colloids.

また、上記実施形態では振動装置130で地下水18を振動させて、砒素60が吸着した土粒子50及びコロイド52の地下水18への分散を促進させたが、これに限定されない。振動装置130が設けられていなくてもよい(振動装置130の設置は必須ではない)。   In the above embodiment, the ground water 18 is vibrated by the vibration device 130 to promote the dispersion of the soil particles 50 and the colloid 52 adsorbed by the arsenic 60 into the ground water 18, but is not limited thereto. The vibration device 130 may not be provided (installation of the vibration device 130 is not essential).

更に、本発明の要旨を逸脱しない範囲において、種々なる態様で実施し得ることは言うまでもない   Furthermore, it cannot be overemphasized that it can implement with a various aspect in the range which does not deviate from the summary of this invention.

10 地盤
20 汚染土壌
50 土粒子
52 コロイド
60 砒素(重金属類の一例)
80 洗浄水(分散剤を含む水)
100 浄化装置
110 注水井戸
120 揚水井戸
130 振動装置(振動手段の一例)
10 Ground 20 Contaminated soil 50 Soil particles 52 Colloid 60 Arsenic (an example of heavy metals)
80 Washing water (water containing dispersant)
DESCRIPTION OF SYMBOLS 100 Purification apparatus 110 Water injection well 120 Pumping well 130 Vibration apparatus (an example of vibration means)

Claims (8)

重金属類が吸着した土粒子及びコロイドを分散させる分散剤を含む水を汚染土壌に注水する注水工程と、
前記汚染土壌に注水され、前記重金属類が吸着した前記土粒子及び前記コロイドが分散した前記水を回収する回収工程と、
を備える汚染土壌の浄化方法。
A water injection process for injecting water containing a dispersing agent for dispersing soil particles and colloids adsorbed with heavy metals into the contaminated soil;
A recovery step for recovering the water in which the soil particles and the colloids dispersed therein are poured into the contaminated soil and adsorbed by the heavy metals;
A method for purifying contaminated soil.
前記分散剤は、アクリル酸系重合物、ポリカルボン酸塩、フミン酸ソーダ、リグニンスルフォン酸ソーダ、ヘキサメタりん酸ナトリウム、ピロリん酸ナトリウム、及びトリポリりん酸ナトリウム、の少なくとも一種を含む、
請求項1に記載の汚染土壌の浄化方法。
The dispersant includes at least one of acrylic acid polymer, polycarboxylate, sodium humate, sodium lignin sulfonate, sodium hexametaphosphate, sodium pyrophosphate, and sodium tripolyphosphate.
The method for purifying contaminated soil according to claim 1.
前記重金属類は、砒素、セレン、ふっ素、六価クロム、ホウ素、鉛、水銀、シアン、及びカドミウムの少なくとも一種を含む、
請求項1又は請求項2に記載の汚染土壌の浄化方法。
The heavy metals include at least one of arsenic, selenium, fluorine, hexavalent chromium, boron, lead, mercury, cyan, and cadmium.
The purification method of the contaminated soil of Claim 1 or Claim 2.
前記汚染土壌に注水された前記水に振動を与える振動工程を備える、
請求項1〜請求項3のいずれか1項に記載の汚染土壌の浄化方法。
Comprising a vibration step of vibrating the water poured into the contaminated soil,
The method for purifying contaminated soil according to any one of claims 1 to 3.
重金属類が吸着した土粒子及びコロイドを分散させる分散剤を含む水を汚染土壌に注水する注水井戸と、
前記汚染土壌に注水され、前記重金属類が吸着した前記土粒子及び前記コロイドが分散した前記水を汲み上げる揚水井戸と、
を備える浄化装置。
A water injection well for injecting water containing a dispersing agent for dispersing soil particles and colloids adsorbed with heavy metals into the contaminated soil;
A pumping well for pumping up the water in which the soil particles and the colloid dispersed are poured into the contaminated soil and adsorbed by the heavy metals;
A purification device comprising:
前記分散剤は、アクリル酸系重合物、ポリカルボン酸塩、フミン酸ソーダ、リグニンスルフォン酸ソーダ、ヘキサメタりん酸ナトリウム、ピロリん酸ナトリウム、及びトリポリりん酸ナトリウム、の少なくとも一種が含まれる、
請求項5記載の浄化装置。
The dispersant includes at least one of acrylic acid-based polymer, polycarboxylate, sodium humate, sodium lignin sulfonate, sodium hexametaphosphate, sodium pyrophosphate, and sodium tripolyphosphate.
The purification device according to claim 5.
前記重金属類は、砒素、セレン、ふっ素、六価クロム、ホウ素、鉛、水銀、シアン、及びカドミウムの少なくとも一種が含まれる、
請求項5又は請求項6に記載の浄化装置。
The heavy metals include at least one of arsenic, selenium, fluorine, hexavalent chromium, boron, lead, mercury, cyan, and cadmium.
The purification apparatus according to claim 5 or 6.
前記汚染土壌に注水された前記水に振動を与える振動手段を備える、
請求項5〜請求項7のいずれか1項に記載の浄化装置。
Comprising vibration means for vibrating the water poured into the contaminated soil,
The purification apparatus of any one of Claims 5-7.
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