JP2006175389A - Cleaning method of cyanide contaminated soil - Google Patents

Cleaning method of cyanide contaminated soil Download PDF

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JP2006175389A
JP2006175389A JP2004372785A JP2004372785A JP2006175389A JP 2006175389 A JP2006175389 A JP 2006175389A JP 2004372785 A JP2004372785 A JP 2004372785A JP 2004372785 A JP2004372785 A JP 2004372785A JP 2006175389 A JP2006175389 A JP 2006175389A
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soil
cyanide
cyan
amount
contaminated
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Atsushi Matsuo
淳 松尾
Takashi Kosugi
剛史 小杉
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JFE Koken Co Ltd
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JFE Koken Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To simply and surely insolubilize a cyanide contained in soil and also collectively clean the complex contamination of cyanide with benzene or the like. <P>SOLUTION: Contaminated soil is charged in a soil hopper 2 of a soil cleaning system 1 and temporarily stored therein. The contaminated soil temporarily stored in the soil hopper 2 is quantitatively metered by a soil quantitative feeder 3 to be supplied to a mixer 5. A calcium oxide with the weight ratio of 10-20% to the contaminated soil is metered and supplied to the mixer 5 from a cleaning agent quantitative feeder 4. The supplied contaminated soil and the calcium oxide are mixed. After leaving the soil for a fixed time, it is recovered as mixed soil. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、都市ガス製造工場やめっき工場、金属精錬工場等の廃水中に含まれるシアン化合物で汚染した土壌を浄化してシアンの溶出量を基準値以下に抑制する土壌浄化方法に関するものである。   The present invention relates to a soil purification method for purifying soil contaminated with a cyanide compound contained in waste water of a city gas manufacturing plant, a plating plant, a metal refining plant, etc., and suppressing the amount of cyan elution to a reference value or less. .

都市ガス製造工場内の土地などではシアン化合物とベンゼンによる複合汚染が生じる。これは、昭和40年以前に稼動していた工場では石炭ガスを製造していたが、その製造過程で石炭中の化合物からベンゼンが生成され、炭素とアンモニアからシアン化合物が生成されていたため、これらが漏洩して土壌に浸透したものと考えられる。このように都市ガス製造工場やめっき工場、金属精錬工場等の廃水中に含まれるシアン化合物で汚染した土壌に含まれるシアンは毒性が強く、掘削して除去したり封じ込めるなどの対策が必要である。このシアン汚染土壌の浄化処理方法として種々の処理方法が採用されている。   Complex pollution with cyanide and benzene occurs on land in city gas manufacturing plants. This is because the factory that was operating before 1965 produced coal gas, but benzene was produced from the compounds in the coal during the production process, and cyanide was produced from carbon and ammonia. Is considered to have leaked and penetrated into the soil. As described above, cyanide contained in soil contaminated with cyanide contained in wastewater from city gas manufacturing plants, plating plants, metal refining plants, etc. is highly toxic and requires measures such as excavation and removal. . Various treatment methods are adopted as a purification treatment method for the cyan contaminated soil.

例えば特許文献1に示された処理方法は、遊離シアン、錯シアン及び難溶性シアン化合物を含む土壌のスラリー液をアルカリでpH10〜pH13とし、30分以上加熱撹拌後、次亜塩素酸ナトリウムをスラリー液に分割添加してpH10〜pH13の範囲及び80〜100℃の温度範囲で遊離シアン、錯シアン及び難溶性シアン化合物と反応させ、シアン酸を炭酸ガスと窒素に分解するようにしている。   For example, in the treatment method disclosed in Patent Document 1, the slurry liquid of soil containing free cyanide, complex cyanide and hardly soluble cyanide compound is adjusted to pH 10 to pH 13 with alkali, heated and stirred for 30 minutes or more, and then sodium hypochlorite is slurried. The solution is dividedly added to the solution and reacted with free cyanide, complex cyanide and a hardly soluble cyanide compound in the range of pH 10 to pH 13 and in the temperature range of 80 to 100 ° C. to decompose cyanic acid into carbon dioxide and nitrogen.

また、特許文献2に示された処理方法は、シアン化合物及び可溶性重金属を含む土壌にポリ塩化アルミニウムと2価の硫酸鉄及び水を添加し、さらにカルシウム化合物を添加することによってpH8〜pH9に調整処理して、可溶性シアンの一部を2価の硫酸鉄により不溶性の安定した鉄シアノ錯体とし、その他をフェロシアンイオンとしてポリ塩化アルミニウムに吸着させて可溶性シアン化合物と可溶性金属の溶出を抑制するようにしている。   In addition, the treatment method disclosed in Patent Document 2 is adjusted to pH 8 to pH 9 by adding polyaluminum chloride, divalent iron sulfate and water to soil containing a cyanide compound and a soluble heavy metal, and further adding a calcium compound. Treating part of soluble cyanide with divalent iron sulfate to make it an insoluble stable iron cyano complex and the other as ferrocyan ion to be adsorbed on polyaluminum chloride to suppress elution of soluble cyanide and soluble metal I have to.

さらに、特許文献3に示された処理方法は、シアン化合物を含む汚染土壌を、酸素が希薄な雰囲気中で300〜650℃の範囲で間接加熱して、シアン化合物をシアン化水素ガスとして土壌から分離するようにしている。また、特許文献4に示された処理方法は、シアンや有機ハロゲン化合物で汚染した土壌を微生物分解処理している。   Furthermore, in the treatment method disclosed in Patent Document 3, the contaminated soil containing cyanide is indirectly heated in a range of 300 to 650 ° C. in an oxygen-deficient atmosphere to separate the cyanide from the soil as hydrogen cyanide gas. I am doing so. In the treatment method disclosed in Patent Document 4, soil contaminated with cyanide or an organic halogen compound is subjected to microbial decomposition treatment.

特許文献1に示された処理方法は、次亜塩素酸ナトリウムの添加量が不十分の場合は有害成分を除去できず、添加量が過剰になると有害な残留塩素を生じてしまう。このためシアン汚染土壌のスラリー液中に含まれる遊離シアンや錯シアンの濃度に応じて次亜塩素酸ナトリウムの添加量を調節する必要があるとともに、次亜塩素酸ナトリウムの投入量も反応状態を確認しながら制御する必要があり、処理が容易でないという短所がある。   The treatment method disclosed in Patent Document 1 cannot remove harmful components when the amount of sodium hypochlorite added is insufficient, and if the amount added is excessive, harmful residual chlorine is generated. Therefore, it is necessary to adjust the amount of sodium hypochlorite added according to the concentration of free cyanide and complex cyanide contained in the slurry liquid of cyan contaminated soil. There is a disadvantage that it is necessary to control while confirming, and processing is not easy.

また、特許文献2に示された処理方法も、処理する汚染土壌中の全シアン含有量を求めてポリ塩化アルミニウムの添加量を設定する必要があり、やはり処理が容易でないという短所がある。さらに、特許文献1と特許文献2に示された処理方法は、大規模な排水処理設備が必要になるため、処理コストが高くなる。また、汚染が濃縮した例えば70μm以下の細粒分が廃棄物になってしまうという短所もある。   Further, the treatment method disclosed in Patent Document 2 also has a disadvantage in that it is necessary to determine the total cyan content in the contaminated soil to be treated and to set the addition amount of polyaluminum chloride, and the treatment is not easy. Furthermore, the treatment methods shown in Patent Document 1 and Patent Document 2 require a large-scale wastewater treatment facility, which increases the treatment cost. In addition, there is a disadvantage that fine particles having a concentration of, for example, 70 μm or less, which are concentrated in contamination, become waste.

特許文献3に示された処理方法は、発生したシアン化水素ガスの回収装置が必要であり、設備や運転に多くの費用が必要になり、経済的負担が大きくなってしまう。また、特許文献4に示された処理方法では、処理に長期間かかるという短所がある。
特開2004−58011号公報 特開2001−121132号公報 特開2003−181438号公報 特開2004−66195号公報
The treatment method disclosed in Patent Document 3 requires a recovery device for the generated hydrogen cyanide gas, which requires a lot of equipment and operation, and increases the economic burden. In addition, the processing method disclosed in Patent Document 4 has a disadvantage that the processing takes a long time.
JP 2004-58011 A JP 2001-121132 A JP 2003-181438 A JP 2004-66195 A

この発明は、前記短所を解消し、土壌に含まれるシアン化合物を簡単かつ確実に不溶化処理するシアン汚染土壌の浄化方法を提供することを目的とするものである。   An object of the present invention is to provide a method for purifying cyan-contaminated soil, which solves the above disadvantages and easily and reliably insolubilizes cyanide compounds contained in the soil.

この発明のシアン汚染土壌の浄化方法は、シアン汚染土壌に対して粉末状の酸化カルシウムを重量比で10〜20%添加して混合したことを特徴とする。   The method for purifying cyan contaminated soil according to the present invention is characterized in that 10 to 20% by weight of powdered calcium oxide is added to and mixed with cyan contaminated soil.

この発明は、シアン汚染土壌に対して重量比で10〜20%の酸化カルシウムを添加して混合することにより、基準値の100倍を超える全シアンの溶出量の土壌における全シアンの溶出量を基準値以下にまで低減することができる。   In the present invention, by adding 10 to 20% by weight of calcium oxide to the cyan contaminated soil and mixing, the amount of all cyan in the soil with an amount of all cyan exceeding 100 times the reference value can be reduced. It can be reduced below the reference value.

また、シアンに汚染した土壌に一定量の酸化カルシウムを添加して混合するだけで溶出量を低減するから、既存の設備を使用して掘削現場で処理することができ、処理費用を大幅に低減することができる。   In addition, since a certain amount of calcium oxide is added to and mixed with soil contaminated with cyanide to reduce the amount of elution, it can be processed at the excavation site using existing equipment, greatly reducing processing costs. can do.

さらに、全シアンの溶出量を低減するとともに酸化カルシウムの水和反応熱によりベンゼンなどの揮発性有機化合物も除去することができ、シアン化合物とベンゼンなどとの複合汚染を一括して浄化することができる。   In addition, the amount of total cyanide can be reduced and volatile organic compounds such as benzene can be removed by the heat of hydration reaction of calcium oxide, and the combined contamination of cyanide and benzene can be purified at once. it can.

図1はこの発明の土壌浄化装置の構成図である。図に示すように、シアン汚染土壌を処理する土壌浄化装置1は、土砂ホッパー2と土砂定量供給装置3と浄化剤定量供給装置4及び混合装置5を有する。土砂ホッパー2は汚染土壌を一時蓄えて順次送り出す。土砂定量供給装置3は例えばコンベヤスケールを有するコンベヤからなり、土砂ホッパー2から送り出された汚染土壌を計量して一定量の汚染土壌を混合装置5に供給する。浄化剤定量供給装置4は汚染土壌の浄化剤として使用する酸化カルシウムを計量して一定量の酸化カルシウムを混合装置5に供給する。混合装置5は例えば土質改良機や二軸パドルミキサーからなり、供給された汚染土壌と酸化カルシウムを混合する。   FIG. 1 is a configuration diagram of a soil purification apparatus of the present invention. As shown in the figure, a soil purification device 1 for treating cyan-contaminated soil includes a sediment hopper 2, a sediment fixed amount supply device 3, a purification agent quantitative supply device 4 and a mixing device 5. The earth and sand hopper 2 temporarily stores contaminated soil and sends it out sequentially. The earth and sand fixed quantity supply device 3 is composed of, for example, a conveyor having a conveyor scale, measures the contaminated soil sent out from the earth and sand hopper 2, and supplies a certain amount of contaminated soil to the mixing device 5. The cleaning agent quantitative supply device 4 measures the calcium oxide used as the cleaning agent for the contaminated soil and supplies a certain amount of calcium oxide to the mixing device 5. The mixing device 5 is composed of, for example, a soil conditioner or a twin screw paddle mixer, and mixes the supplied contaminated soil and calcium oxide.

この土壌洗浄装置1でシアンに汚染された土壌を不溶化するときの処理を図2のフローチャートを参照して説明する。   A process when the soil contaminated with cyan is insolubilized by the soil cleaning apparatus 1 will be described with reference to the flowchart of FIG.

まず、掘削したシアンに汚染された土壌を、目幅が例えば40mmの振動スクリーンを有し、スクリーン面に振動や回転を与えて目詰りを防ぎながら汚染土壌である原料土を、粒径40mmを基準にして機械的に分離する乾式分級機6に投入し、粒径40mm以上の土砂と粒径40mm未満の土砂に分離する(ステップS1,S2)。分離した粒径40mm以上の土壌は浄化土として回収し(ステップS8)、粒径40mm未満の土壌を土壌洗浄装置1の土砂ホッパー2に投入して一時蓄える(ステップS3)。土砂ホッパー2に一時蓄えられた粒径40mm未満の汚染土壌は土砂定量供給装置3に供給され、土砂定量供給装置3で一定量ずつ計量されて混合装置5に供給される(ステップS4)。一方、混合装置5には浄化剤定量供給装置4から浄化剤として使用される粉末状の酸化カルシウムを一定量ずつ計量して供給する(ステップS5)。この浄化剤定量供給装置4から混合装置5に供給する酸化カルシウムの量は、土砂定量供給装置3から定量供給された汚染土壌に対して重量比で10〜20%とする。混合装置4は供給された粒径40m未満の汚染土壌と酸化カルシウムを混合する(ステップS6)。この混合した土壌を混合装置5から回収して一定時間、例えば12〜24時間放置した後、混合処理土として回収して埋め戻し土として使用する(ステップS7)。   First, the soil contaminated with excavated cyan has a vibrating screen with a mesh width of, for example, 40 mm, and the raw soil, which is contaminated soil, is given a particle size of 40 mm while preventing clogging by applying vibration and rotation to the screen surface. It puts into the dry classifier 6 which mechanically separates as a reference, and separates into earth and sand having a particle diameter of 40 mm or more and earth and sand having a particle diameter of less than 40 mm (steps S1 and S2). The separated soil having a particle size of 40 mm or more is collected as purified soil (step S8), and the soil having a particle size of less than 40 mm is put into the earth and sand hopper 2 of the soil washing apparatus 1 and temporarily stored (step S3). The contaminated soil having a particle size of less than 40 mm temporarily stored in the earth and sand hopper 2 is supplied to the earth and sand fixed quantity supply device 3, and is measured by the fixed quantity of earth and sand by a certain amount and supplied to the mixing apparatus 5 (step S4). On the other hand, the powdery calcium oxide used as the cleaning agent is metered and supplied to the mixing device 5 from the cleaning agent quantitative supply device 4 (step S5). The amount of calcium oxide supplied from the purification agent quantitative supply device 4 to the mixing device 5 is 10 to 20% by weight with respect to the contaminated soil quantitatively supplied from the earth and sand quantitative supply device 3. The mixing apparatus 4 mixes the supplied contaminated soil having a particle size of less than 40 m and calcium oxide (step S6). The mixed soil is recovered from the mixing device 5 and allowed to stand for a predetermined time, for example, 12 to 24 hours, and then recovered as mixed treated soil and used as backfill soil (step S7).

このように粒径40m未満の汚染土壌に重量比で10〜20%の酸化カルシウムを混合してシアンにより汚染された土壌を不溶化処理した根拠について説明する。   The basis for insolubilizing soil contaminated with cyan by mixing 10 to 20% by weight of calcium oxide with contaminated soil having a particle size of less than 40 m will be described.

シアン化合物による汚染に対する土壌の環境基準では、全シアンの溶出量は検液1リットルにつき0.1mg以下で含有量は土壌1kgにつき遊離シアンが50mg以下であることが規定されている。この基準値より溶出量が100倍を超える全シアンの溶出量が11.0mg/Lの土壌に対して各種カルシウム系材料を重量比で10%添加して混合し、溶出量の変化を調べた結果を図3に示す。図3に示すように、カルシウム系材料として炭酸カルシウムと酸化カルシウム、水酸化カルシウム、燐酸カルシウム、酢酸カルシウム及びクエン酸カルシウムを使用した場合、いずれの場合も全シアンの溶出量を低減することはできたが、酸化カルシウムを混合した場合、全シアンの溶出量を最も低減する効果があり、シアン汚染土壌を環境基準値以下まで低減することができた。また、水酸化カルシウムを混合した場合も全シアンの溶出量を1/10に低減できた。   The environmental standards for soil against contamination with cyanide stipulate that the total cyan elution amount is 0.1 mg or less per liter of test solution and the content is 50 mg or less of free cyanide per 1 kg of soil. From this reference value, the amount of elution of all cyan exceeding 100 times was mixed with 10% by weight of various calcium-based materials to soil having an elution amount of 11.0 mg / L, and the change in the elution amount was examined. The results are shown in FIG. As shown in FIG. 3, when calcium carbonate and calcium oxide, calcium hydroxide, calcium phosphate, calcium acetate and calcium citrate are used as the calcium-based material, it is possible to reduce the elution amount of all cyan in any case. However, when calcium oxide was mixed, there was the effect of reducing the amount of all cyan elution most, and the cyan contaminated soil could be reduced below the environmental standard value. Moreover, when calcium hydroxide was mixed, the amount of all cyan eluted could be reduced to 1/10.

そこで酸化カルシウムと水酸化カルシウムの添加量を土壌に対して重量比で3%と5%と10%及び20%と変えて混合し、溶出量の変化と遊離シアンの含有量を調べた結果を図4(a),(b)に示す。図4(a)は酸化カルシウムを添加して混合した場合、(b)は水酸化カルシウムを添加して混合した場合である。図4(a),(b)に示すように、酸化カルシウムと水酸化カルシウムの添加量を増やすにしたがって全シアンの溶出量と遊離シアンの含有量が低減し、酸化カルシウムの添加量を10%以上にすると、全シアンの溶出量を基準値である0.1mg/Lに低減し、遊離シアンの含有量も15mg/kg以下に低減することができた。これに対して水酸化カルシウムを添加して混合した場合は、添加量を20%にしても全シアンの溶出量を基準値まで低減することはできなかった。   Therefore, the amount of calcium oxide and calcium hydroxide added to the soil was changed to 3%, 5%, 10%, and 20% by weight and mixed, and the change in the amount of elution and the content of free cyanide were investigated. It shows to Fig.4 (a), (b). 4A shows the case where calcium oxide is added and mixed, and FIG. 4B shows the case where calcium hydroxide is added and mixed. As shown in FIGS. 4 (a) and 4 (b), as the addition amount of calcium oxide and calcium hydroxide is increased, the elution amount of all cyan and the content of free cyanide are reduced, and the addition amount of calcium oxide is 10%. As a result, the total cyan elution amount was reduced to the standard value of 0.1 mg / L, and the content of free cyan was also reduced to 15 mg / kg or less. On the other hand, when calcium hydroxide was added and mixed, even if the addition amount was 20%, the elution amount of all cyan could not be reduced to the reference value.

このように酸化カルシウムや水酸化カルシウムをシアン汚染土壌に添加して混合することにより、カルシウムの介在によって土壌中のシアンイオンが土壌中の金属イオンと反応して不溶性の金属シアン錯体例えば鉄シアノ錯体になり、遊離シアンが減少して全シアンの溶出量を低減したと考えられる。また、酸化カルシウムは土壌中の水分と反応して水酸化カルシウムに変化するが、この水和反応熱が、シアンイオンの錯体形成を促進するため、酸化カルシウムを土壌に添加して混合した場合のほうが、全シアンの溶出量を低減する効果が大きいと考えられる。   Thus, by adding calcium oxide and calcium hydroxide to cyan contaminated soil and mixing them, the cyanide ions in the soil react with the metal ions in the soil due to the presence of calcium, so that an insoluble metal cyanide complex such as an iron cyano complex is obtained. It is considered that free cyanide decreased and the amount of all cyan eluted was reduced. In addition, calcium oxide reacts with moisture in the soil and changes to calcium hydroxide. This heat of hydration promotes the formation of cyanide complexes, so when calcium oxide is added to the soil and mixed. It is considered that the effect of reducing the total cyan elution amount is greater.

そこで土壌洗浄装置1でシアンに汚染された土壌を不溶化するとき、土砂定量供給装置4から供給される土壌に対して酸化カルシウムの添加量を重量比で10〜20%として混合する。このように土壌に対して重量比で10〜20%の酸化カルシウムを添加して混合することにより、基準値の100倍を超える全シアンの溶出量の土壌における全シアンの溶出量を基準値以下にまで低減することができ、この溶出量を基準値以下にした混合処理土を埋め戻しに利用することができる。   Therefore, when the soil contaminated with cyan is insolubilized by the soil washing apparatus 1, the addition amount of calcium oxide is mixed with the soil supplied from the sediment fixed quantity supply apparatus 4 at a weight ratio of 10 to 20%. Thus, by adding and mixing 10-20% by weight of calcium oxide with respect to the soil, the total cyan elution amount in the soil of the total cyan elution amount exceeding 100 times the standard value is below the standard value. It is possible to reduce the amount of leaching to less than the reference value, and the mixed treated soil can be used for backfilling.

また、シアンに汚染した土壌に一定量の酸化カルシウムを添加して混合するだけで溶出量を低減するから、既存の設備を使用して掘削現場で処理することができ、処理費用を大幅に低減することができる。   In addition, since a certain amount of calcium oxide is added to and mixed with soil contaminated with cyanide to reduce the amount of elution, it can be processed at the excavation site using existing equipment, greatly reducing processing costs. can do.

さらに、シアンで汚染した土壌に酸化カルシウムを混合することにより、全シアンの溶出量を低減するとともに、酸化カルシウムの水和反応熱によりベンゼンなどの揮発性有機化合物も除去することができ、都市ガス製造工場などにおけるシアン化合物とベンゼンの複合汚染を一括して浄化することができる。   Furthermore, by mixing calcium oxide into soil contaminated with cyanide, the amount of total cyanide dissolved can be reduced, and volatile organic compounds such as benzene can also be removed by the heat of hydration of calcium oxide. Combined contamination of cyanide and benzene at manufacturing plants can be purified at once.

この発明の土壌浄化装置の構成図である。It is a block diagram of the soil purification apparatus of this invention. シアン汚染土壌の不溶化処理を示す工程図である。It is process drawing which shows the insolubilization process of cyan contaminated soil. シアン汚染土壌に各種カルシウム系材料を添加して混合したときの全シアン溶出量の変化特性図である。It is a change characteristic view of the total cyan elution amount when various calcium type materials are added to and mixed with cyan contaminated soil. 炭酸カルシウムと水酸化カルシウムの添加量を変化したときの全シアン溶出量と遊離シアン含有量の変化特性図である。It is a change characteristic figure of the total cyan elution amount and free cyan content when the addition amount of calcium carbonate and calcium hydroxide is changed.

符号の説明Explanation of symbols

1;土壌浄化装置、2;土砂ホッパー、3;土砂定量供給装置、
4;浄化剤定量供給装置、5;混合装置、6;乾式分級機。
1; soil purification device, 2; earth and sand hopper, 3;
4; Cleaner quantitative supply device, 5; Mixing device, 6; Dry classifier.

Claims (1)

シアン汚染土壌に対して粉末状の酸化カルシウムを重量比で10〜20%添加して混合したことを特徴とするシアン汚染土壌の浄化方法。   A method for purifying cyan-contaminated soil, wherein 10 to 20% by weight of powdered calcium oxide is added to and mixed with cyan-contaminated soil.
JP2004372785A 2004-12-24 2004-12-24 Cleaning method of cyanide contaminated soil Pending JP2006175389A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011147929A (en) * 2009-12-24 2011-08-04 Chemical Grouting Co Ltd Soil detoxification method
KR101128020B1 (en) 2010-01-15 2012-03-29 한국지질자원연구원 Remediation method for cyanide contaminated soil
CN109894458A (en) * 2019-03-27 2019-06-18 长春黄金研究院有限公司 A kind of method of raffinate and flue gas during smelting coordination with the synthesis improvement cyanidation tailings

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011147929A (en) * 2009-12-24 2011-08-04 Chemical Grouting Co Ltd Soil detoxification method
KR101128020B1 (en) 2010-01-15 2012-03-29 한국지질자원연구원 Remediation method for cyanide contaminated soil
CN109894458A (en) * 2019-03-27 2019-06-18 长春黄金研究院有限公司 A kind of method of raffinate and flue gas during smelting coordination with the synthesis improvement cyanidation tailings
CN109894458B (en) * 2019-03-27 2022-03-11 长春黄金研究院有限公司 Method for comprehensively treating cyaniding tailings by synergy of raffinate and smelting flue gas

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