JP2019209250A - Treatment agent for incineration ash, and treatment method of incineration ash - Google Patents

Treatment agent for incineration ash, and treatment method of incineration ash Download PDF

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JP2019209250A
JP2019209250A JP2018106954A JP2018106954A JP2019209250A JP 2019209250 A JP2019209250 A JP 2019209250A JP 2018106954 A JP2018106954 A JP 2018106954A JP 2018106954 A JP2018106954 A JP 2018106954A JP 2019209250 A JP2019209250 A JP 2019209250A
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JP6719758B2 (en
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谷元 佳代彦
Kayohiko Tanimoto
佳代彦 谷元
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Itomura Naoya
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Abstract

To provide a new treatment agent and a treatment method, capable of performing decontamination of incineration ash, and a proper treatment of contamination caused by a heavy metal near a disposal field.SOLUTION: A treatment agent for incineration ash includes sulfuric acid, sodium perchlorate, a flocculant for heavy metals, and a surface treatment agent. Especially, when assuming that the whole treatment agent for incineration ash is 100 wt%, the treatment agent contains water, 10-20 wt% sulfuric acid, 30-40 wt% sodium perchlorate, 10-25 wt% polyferric sulfate as the flocculant, and 15-35 wt% ferric nitrate or sodium nitrate as the surface treatment agent.SELECTED DRAWING: Figure 1

Description

本願発明は、焼却灰の処理剤及び焼却灰の処理方法に関する。 The present invention relates to a treatment agent for incineration ash and a method for treating incineration ash.

ごみなどの焼却灰や重金属土壌などに含まれる重金属イオンを無害化できる手段として、特許文献1及び2へ示すものが既に提案されている。 Patent Documents 1 and 2 have already been proposed as means for detoxifying heavy metal ions contained in incineration ash such as garbage and heavy metal soil.

特許文献1へ示すものは、 主剤として(A)硫酸、及び(B)硫酸アルミニウム、ポリ硫酸アルミニウムのうち少なくとも一つ、(C)ポリ硫酸第二鉄、塩化第二鉄のうち少なくとも一つ、(E)硫酸第二鉄、(F)塩化マグネシウム、硫酸マグネシウムのうち少なくとも一つが配合された水溶液と、 併用剤として(D)珪酸カリ、珪酸ナトリウムのうち少なくとも一つ及び(G)バリウムフェライト磁石、アルミン酸ナトリウム、ヘキサメタリン酸ナトリウムのうち少なくとも一つ、(H)ポリアクリル酸ナトリウムが配合された水溶液からなり、 主剤における重量配合比が、水が100〜250、上記のAが2〜5、同Bが250〜600、同Cが80〜250、同Eが10〜50、同Fが5〜10、併用剤における重量配合比が、水が100〜300、上記のDが500〜1000、同Gが50〜150、同Hが2〜5とされた重金属イオンを無害化できる無機電解凝結剤である(請求項1)。 What is shown in Patent Document 1 includes (A) sulfuric acid, and (B) at least one of aluminum sulfate and polyaluminum sulfate as the main agent, (C) at least one of ferric sulfate and ferric chloride, (E) an aqueous solution containing at least one of ferric sulfate, (F) magnesium chloride, and magnesium sulfate; (D) at least one of potassium silicate and sodium silicate as a concomitant agent; and (G) a barium ferrite magnet. , At least one of sodium aluminate and sodium hexametaphosphate, and (H) an aqueous solution in which sodium polyacrylate is blended. The weight blending ratio in the main agent is 100 to 250 for water, and the above A is 2 to 5, B is 250 to 600, C is 80 to 250, E is 10 to 50, F is 5 to 10, and the weight ratio in the combination agent is water. 100-300, the above D is 500 to 1000, the G is 50 to 150, an inorganic electrolyte coagulant that can detoxify heavy metal ions the H is 2 to 5 (claim 1).

また特許文献1の請求項2には、上記請求項1に記載の無機電解凝結剤が用いられたものであって、処理対象物に対し、まず、主剤を混合し、その後、更に併用剤を混合することにより、処理対象物中の重金属イオンを封鎖することができる、無機電解凝結剤を用いた資源化処理方法が示されている。
上記特許文献1へ示された発明は、元素の地質学的均衡に基礎を置き、有害な重金属をほぼ永久的に封鎖でき、更に資源として利用可能な、無機電解凝結剤及びそれを用いた資源化処理方法を提供するものである。
Further, in claim 2 of Patent Document 1, the inorganic electrolytic coagulant according to claim 1 is used, and first, the main agent is mixed with the object to be treated, and then the combination agent is further added. A resource recycling method using an inorganic electrolytic coagulant that can block heavy metal ions in a processing object by mixing is shown.
The invention disclosed in Patent Document 1 is based on the geological balance of elements, can be used to permanently block harmful heavy metals, and can be used as a resource, and an inorganic electrolytic coagulant and a resource using the same The present invention provides a processing method.

特許文献2へ示すものは、ポリ硫酸第二鉄と塩化第二鉄との少なくとも何れか一方と、硝酸ソーダ(硝酸ナトリウム)と硝酸カルシウムとの少なくとも何れか一方と、硝酸第二鉄と、強酸と、を含有する放射性核種汚染土壌、放射線各種汚染飛灰及び重金属汚染土壌に対する浄化用処理剤であり(請求項1)、その請求項2には、ポリ硫酸第二鉄と塩化第二鉄との少なくとも何れか一方を35〜50質量部と、硝酸第二鉄を11〜30質量部と、硫酸を0.75〜3質量部と、硝酸ソーダ5.6〜11.2質量部と硝酸カルシウム5.6〜11.2質量部との少なくとも何れか一方と、を含有する放射性核種汚染土壌、放射線各種汚染飛灰及び重金属汚染土壌に対する浄化用処理剤が示されている。 Patent Document 2 shows at least one of polyferric sulfate and ferric chloride, at least one of sodium nitrate (sodium nitrate) and calcium nitrate, ferric nitrate, and strong acid. And a treatment agent for purification of radioactive nuclide-contaminated soil, various radioactive contaminated fly ash and heavy metal-contaminated soil (Claim 1), and in claim 2, polyferric sulfate and ferric chloride 35 to 50 parts by mass, ferric nitrate 11 to 30 parts by mass, sulfuric acid 0.75 to 3 parts by mass, sodium nitrate 5.6 to 11.2 parts by mass, and calcium nitrate The processing agent for purification | cleaning with respect to the radionuclide contaminated soil containing various 5.6-11.2 mass parts, radioactive nuclide contaminated fly ash, and heavy metal contaminated soil is shown.

また特許文献2の請求項3には、硝酸第二鉄と硝酸ソーダとの少なくとも何れか一方と、強酸と、を含有する前処理剤と、請求項1又は2に記載の前記浄化用処理剤と、を組み合わせたことを特徴とする放射性核種汚染土壌、放射線各種汚染飛灰及び重金属汚染土壌に対する2液性の洗浄機能剤が示されており、その請求項4には、硝酸第二鉄8〜20質量部と硝酸ソーダ5.6〜11.2質量部との少なくとも何れか一方と、硫酸30〜37.5質量部と、を含有する前処理剤と、請求項2に記載の前記浄化用処理剤と、を組み合わせたことを特徴とする放射性核種汚染土壌、放射線各種汚染飛灰及び重金属汚染土壌に対する2液性の洗浄機能剤が示されている。 Further, in claim 3 of Patent Document 2, a pretreatment agent containing at least one of ferric nitrate and sodium nitrate and a strong acid, and the purification treatment agent according to claim 1 or 2. And a two-component cleaning function agent for radionuclide-contaminated soil, various radioactively contaminated fly ash and heavy metal-contaminated soil, characterized in that The pretreatment agent containing at least one of -20 parts by mass and 5.6-11.2 parts by mass of sodium nitrate and 30-37.5 parts by mass of sulfuric acid, and the purification according to claim 2. A two-component cleaning function agent for radionuclide-contaminated soil, various radiation-contaminated fly ash, and heavy metal-contaminated soil, which is characterized by combining a treatment agent for water, is shown.

また特許文献2の請求項5には、上記請求項4に記載の洗浄機能剤を用いて放射性核種汚染土壌を洗浄する方法であって、前記硫酸と前記硝酸第二鉄とを必須に含む前記前処理剤と放射性核種汚染された土壌と水とを一次被処理物として混合攪拌する第一攪拌工程と、前記第一攪拌工程を経た前記一次被処理物を固相と液相とに実質的に固液分離する第一固液分離工程と、前記ポリ硫酸第二鉄を必須に含む前記浄化用処理剤と前記固相と水とを二次被処理物として混合攪拌する第二攪拌工程と、前記第一攪拌工程を経た前記二次被処理物を固相と液相とに実質的に固液分離する第二固液分離工程とを行い、前記第二固液分離工程により得られた前記固相を洗浄済みの土壌とすることを特徴とする放射性核種汚染土壌を洗浄する方法が示され、その請求項6には、ポリアクリル酸ナトリウムと珪酸ナトリウムとを含有する無機系のバインダー水溶液と、請求項1又は2に記載の前記浄化用処理剤であって前記ポリ硫酸第二鉄を含むものと、
を組み合わせたことを特徴とする放射性核種汚染土壌、放射線各種汚染飛灰及び重金属汚染土壌に対する2液性の飛散流出防止剤が示されている。
Further, Claim 5 of Patent Document 2 is a method for cleaning radionuclide-contaminated soil using the cleaning function agent according to Claim 4, which includes the sulfuric acid and the ferric nitrate essential. A first stirring step of mixing and stirring a pretreatment agent, soil contaminated with radionuclides and water as a primary treatment object, and the primary treatment object after the first stirring step substantially into a solid phase and a liquid phase A first solid-liquid separation step for solid-liquid separation, and a second stirring step for mixing and stirring the purification agent containing the ferric polysulfate essential, the solid phase, and water as a secondary treatment object, And a second solid-liquid separation step for substantially solid-liquid separation of the secondary workpiece after the first stirring step into a solid phase and a liquid phase, and obtained by the second solid-liquid separation step A method of cleaning radionuclide contaminated soil, characterized in that the solid phase is washed soil, In claim 6, the inorganic binder aqueous solution containing sodium polyacrylate and sodium silicate, and the purifying treatment agent according to claim 1 or 2, wherein the polyferric sulfate is contained. When,
A two-part spill-out prevention agent for radionuclide-contaminated soil, various radiation-contaminated fly ash and heavy metal-contaminated soil, characterized in that

更に特許文献2の請求項7には、ポリアクリル酸ナトリウム0.2〜0.5質量部と珪酸ナトリウム20〜40質量部とを含有する無機系のバインダー水溶液と、請求項2記載の前記浄化用処理剤であって前記ポリ硫酸第二鉄を含むものと、を組み合わせたことを特徴とする放射性核種汚染土壌、放射線各種汚染飛灰及び重金属汚染土壌に対する2液性の飛散流出防止剤が示され、またその請求項8には、ポリ硫酸第二鉄と、硝酸第二鉄と、強酸とを含有する浄化用処理剤と、ポリアクリル酸ナトリウムと珪酸ナトリウムとを含有する無機系のバインダー水溶液とを組み合わせた2液性の飛散流出防止剤を用いて放射性核種汚染地を処理する方法であって、前記バインダー水溶液を放射性核種汚染地に散布する第一散布工程と、前記第一散布工程を経た前記放射性核種汚染地に前記前記浄化用処理剤を散布する第二散布工程とを行う放射性核種汚染地の処理方法が示されている。 Further, claim 7 of Patent Document 2 includes an inorganic binder aqueous solution containing 0.2 to 0.5 parts by mass of sodium polyacrylate and 20 to 40 parts by mass of sodium silicate, and the purification according to claim 2. A two-component anti-scattering agent for radioactive nuclides contaminated soil, various radiation-contaminated fly ash and heavy metal-contaminated soil, characterized in that it is a combination of a treatment agent for use with ferric sulfate. Further, in claim 8, an inorganic binder aqueous solution containing a purifying treatment agent containing polyferric sulfate, ferric nitrate, and a strong acid, sodium polyacrylate, and sodium silicate. And a first spraying step of spraying the aqueous binder solution onto the radionuclide contaminated area, and a first spraying process. Second spraying step and processing method radionuclide contaminated sites performing for spraying said cleaning treatment agent to said radionuclide contaminated sites passed through the degree is shown.

また、特許文献2の請求項9には、ポリ硫酸第二鉄を35〜50質量部と、硝酸第二鉄を11〜30質量部と、硫酸を0.75〜3質量部と、を含有する浄化用処理剤と、ポリアクリル酸ナトリウムと珪酸ナトリウムとを含有する無機系のバインダー水溶液とを組み合わせた2液性の飛散流出防止剤を用いて放射性核種汚染地を処理する方法であって、前記バインダー水溶液を放射性核種汚染地に散布する第一散布工程と、前記第一噴霧工程を経た前記放射性核種汚染地に前記浄化用処理剤を散布する第二散布工程を行う放射性核種汚染地の処理方法が示さている。
上記特許文献2に示された発明は、原発事故に伴い発生した放射性核種による汚染土壌を主とし、さらには、津波被災の海泥に起因する重金属等々の汚染土壌に対して、有効な洗浄処理を施すことができる汚染土壌対策用の処理剤と処理方法を提供するものである。
Further, claim 9 of Patent Document 2 contains 35-50 parts by mass of polyferric sulfate, 11-30 parts by mass of ferric nitrate, and 0.75-3 parts by mass of sulfuric acid. A radionuclide-contaminated site using a two-part scattering spill inhibitor combining a treating agent for purification and an inorganic binder aqueous solution containing sodium polyacrylate and sodium silicate, Radionuclide-contaminated land treatment in which a first spraying step of spraying the binder aqueous solution to a radionuclide-contaminated site and a second spraying step of spraying the purification treatment agent to the radionuclide-contaminated site through the first spraying step The method shows.
The invention disclosed in Patent Document 2 is mainly for soil contaminated with radioactive nuclides generated in the nuclear accident, and moreover effective cleaning treatment for soil contaminated with heavy metals and the like caused by tsunami-affected sea mud. It is intended to provide a treating agent and a treating method for dealing with contaminated soil.

一方、焼却灰処理と最終処分場の実態について言及すると次の通りである。
条例に定める一般廃棄物管理型最終処分場の施設から、恒常的に浸出水が発生している。同時に処分場の日常的排水にも重金属等の有害物質が含有しているため、多くの関連水経路及び河口・湖沼に至る底泥の汚染が見られ、滞積・顕在下にあり、今や地下水に及ぶ汚染が危惧されている。
地域住民は上記事態に健康被害を懸念し、処分場新設には猛烈な反対運動が起こることから、新規処分場の確保は不可能とされている。しかし現実に既設処分場は全国的に枯渇化しており、各自治体は焼却灰の対策に困却を極める事態となっている。
On the other hand, the actual situation of incineration ash treatment and final disposal site is as follows.
Leachate is constantly generated from the general waste management-type final disposal site specified in the ordinance. At the same time, hazardous wastes such as heavy metals are also contained in daily wastewater at the disposal site, so there are many associated water pathways and bottom mud contamination leading to estuaries and lakes. There are concerns about pollution.
Local residents are concerned about the above situation and there is a serious opposition movement in the establishment of a new disposal site, so it is impossible to secure a new disposal site. In reality, however, the existing disposal sites are depleted nationwide, and each local government is in a state of extreme difficulty in dealing with incineration ash.

上記特許文献1及び2の提案がなされている一方、現行の処理手法について、焼却場から排出される炉床灰及び飛灰に対し、消石灰又はキレート剤による処理が主流となっている。重金属等の有害物質は焼却灰中に含有した状態で処分場に埋設されているが、その不溶化能力は消石灰について言うに及ばす、キレート処理についても最長2〜3週程度の一時凌ぎの能力に過ぎない。
その結果埋設された焼却灰は、長期に亘り酸性雨に曝され重金属類は処分場から永々と流出し続け関連水経路の底泥の汚染を続けている。
While the proposals of Patent Documents 1 and 2 have been made, with respect to the current treatment method, treatment with slaked lime or a chelating agent has become mainstream for hearth ash and fly ash discharged from the incineration plant. Hazardous substances such as heavy metals are buried in the incineration ash, but the insolubilizing ability is not limited to slaked lime, and the chelating treatment can be temporarily surpassed for up to 2-3 weeks. Not too much.
As a result, the buried incineration ash is exposed to acid rain for a long time, and heavy metals continue to flow out of the disposal site for a long time and continue to pollute the bottom mud of the related water path.

特許第4309464号公報Japanese Patent No. 4309464 特許第5911716号公報Japanese Patent No. 5911716

本発明は、焼却灰の除染及び上記処分場近隣の重金属による汚染を適切に処理できる新たな処理剤及び処理方法を提供し、近隣住民の上記懸念を払拭せんとするものである。
また本発明は、特許文献1及び2に示す手段の前処理(前々処理)として適した処理剤及び処理方法を提供し、特許文献1及び2に示す手段をより有効に活用せんとするものでもある。
The present invention provides a new treatment agent and a treatment method capable of appropriately treating decontamination of incineration ash and contamination by heavy metals in the vicinity of the disposal site, and eliminates the concerns of neighboring residents.
In addition, the present invention provides a treatment agent and a treatment method suitable for pretreatment (pre-treatment) of the means shown in Patent Documents 1 and 2, and intends to utilize the means shown in Patent Documents 1 and 2 more effectively. But there is.

本発明は、硫酸と、過塩素酸ナトリウムと、重金属類の凝集剤と、表面処理剤とを含む焼却灰の処理剤を提供する。
尚上記焼却灰には、焼却処分場の飛灰及び炉床灰を含む。
また本発明は、前記焼却灰の処理剤全体を100重量%とし、水と共に、前記硫酸を10〜20重量%、前記過塩素酸ナトリウムを30〜40重量%、前記凝集剤としてポリ硫酸第二鉄を10〜25重量%、前記表面処理剤として硝酸第二鉄又は硝酸ナトリウムを15〜35重量%含む焼却灰の処理剤を提供できた。
更に本発明は、前記焼却灰の処理剤全体を100重量%とし、水と共に、前記硫酸を10〜20重量%、前記過塩素酸ナトリウムを30〜40重量%、前記凝集剤として硝酸第二鉄又は過塩素酸ナトリウムを20〜35重量%、前記表面処理剤として硝酸第二鉄又は硝酸ナトリウムを15〜35重量%含む焼却灰の処理剤を提供できた。
また更に本発明は、水と、前記硫酸と、前記過塩素酸ナトリウムと、前記凝集剤としてポリ硫酸第二鉄と、前記表面処理剤として硝酸第二鉄を含む焼却灰の処理剤を提供できた。
また更に本発明は、焼却灰から棄雑物を除去するステップ1と、棄雑物除去後の前記焼却灰と、上記焼却灰の処理剤とを洗浄水中へ投入して攪拌し前記焼却灰が保持する汚染物質の吸着固定態基を洗浄水に易溶な水溶態又は交換態に移行させ前記洗浄水中に汚染物質を溶出させることにて前記焼却灰を除染するステップ2と、前記溶出にて汚染水となった前記洗浄水へ高分子凝集剤を投与し汚染物質を凝集ブロックとして分離回収することにて前記汚染水を清澄化するステップ3と、除染後の前記焼却灰即ち除染灰を自然脱水又は強制脱水させるステップ4とを遂行する、上記焼却灰の処理剤を用いた焼却灰の処理方法を提供できた。
尚上記焼却灰には、キレート処理された焼却灰の他、キレート処理されていない焼却灰も含む。従って上記汚染物質の吸着固定態基とは、キレート処理された焼却灰の有するキレート剤の他、焼却灰中当該キレート剤以外の要素が有するものも含む。
更にまた本発明は、前記ステップ1において、前記焼却灰を篩機にかけることにて前記焼却灰中の棄雑物を除去し、前記ステップ2において、前記洗浄水を水とし、前記焼却灰を、当該水へ当該水と同重量投入して泥漿化状態の泥漿化水にするステップ21と、前記泥漿化水100重量%に対し3〜5重量%の前記処理剤を前記泥漿化水へ投入するステップ22と、処理剤投入後の前記泥漿化水を強酸性となるように調整し撹拌機で所定時間攪拌することにて前記焼却灰中の前記汚染物質を前記泥漿化水へ溶出させ所定時間静止させて沈殿させるステップ23を遂行するものであり、前記ステップ3において、前記沈殿にて分離した上澄み液である汚染水100重量%に対し、ポリ硫酸第二鉄0.02〜0.03重量%を投入するステップ31と、前記沈殿にて分離した上澄み液であるステップ31遂行前の前記汚染水100重量%に対しpHをほぼ中性に調整した液体である前記高分子凝集剤0.04〜0.06重量%を投入し撹拌機にて所定時間攪拌し凝集した前記凝集ブロックを分離回収することにて前記汚染水を清澄化するステップ32を遂行するものであり、前記ステップ4において、前記沈殿物である前記除染灰を前記自然脱水又は強制脱水させるものである請求項5に記載の焼却灰の処理方法を提供できた。
また本発明は、前記ステップ4において、脱水機にて機械脱水を行うことにより前記除染灰を強制脱水するものであり、前記ステップ32により前記凝集ブロックを取り除いて清澄化した前記汚染水と、前記ステップ4の脱水にて除染灰から分離した水分の夫々を、ステップ2の洗浄水として再利用する焼却灰の処理方法を提供できた。
The present invention provides an incineration ash treatment agent comprising sulfuric acid, sodium perchlorate, heavy metal flocculants, and a surface treatment agent.
The incineration ash includes fly ash and hearth ash from the incineration disposal site.
Further, the present invention provides the entire treatment agent for incineration ash as 100% by weight, together with water, 10-20% by weight of the sulfuric acid, 30-40% by weight of the sodium perchlorate, and polysulfuric acid as the flocculant. A treatment agent for incinerated ash containing 10 to 25% by weight of iron and 15 to 35% by weight of ferric nitrate or sodium nitrate as the surface treatment agent could be provided.
Furthermore, the present invention provides the entire treatment agent for incineration ash as 100% by weight, together with water, 10-20% by weight of the sulfuric acid, 30-40% by weight of the sodium perchlorate, and ferric nitrate as the flocculant. Alternatively, a treatment agent for incinerated ash containing 20 to 35% by weight of sodium perchlorate and 15 to 35% by weight of ferric nitrate or sodium nitrate as the surface treatment agent can be provided.
Furthermore, the present invention can provide a treatment agent for incinerated ash containing water, the sulfuric acid, the sodium perchlorate, the ferric polysulfate as the flocculant, and the ferric nitrate as the surface treatment agent. It was.
Still further, the present invention provides a step 1 for removing debris from the incineration ash, the incineration ash after the removal of the debris, and a treatment agent for the incineration ash, which are added to washing water and agitated to obtain the incineration ash. Step 2 of decontaminating the incinerated ash by transferring the adsorbed and immobilized group of the contaminant to be retained to a water-soluble state or an exchange state that is easily soluble in the washing water and eluting the contaminant in the washing water; A step of clarifying the contaminated water by administering a polymer flocculant to the washing water which has become contaminated water and separating and recovering the pollutant as an agglomerated block; and the incinerated ash or decontamination after decontamination The processing method of the incineration ash using the said processing agent of incineration ash which performs step 4 which carries out natural dehydration or forced dehydration of ash was able to be provided.
The incineration ash includes incineration ash that has not been chelated in addition to incineration ash that has been chelated. Accordingly, the adsorbed and immobilized group of the pollutant includes not only the chelating agent of the incinerated ash that has been chelated, but also those possessed by elements other than the chelating agent in the incinerated ash.
Furthermore, the present invention removes debris in the incineration ash by passing the incineration ash through a sieving machine in the step 1, and in the step 2, the washing water is water, The same amount of water as that of the water is added to the water to form a slurryed slurry, and 3 to 5% by weight of the treatment agent is added to the slurryed water with respect to 100% by weight of the slurryed water. Step 22 and adjusting the slurryed water after the treatment agent to be strongly acidic and stirring it for a predetermined time with a stirrer to elute the pollutants in the incinerated ash into the slurryed water. Step 23 is carried out by allowing it to stand still for a period of time. In Step 3, the ferric sulfate 0.02 to 0.03 per 100% by weight of the contaminated water which is the supernatant liquid separated in the precipitation. Step 3 for loading weight% And 0.04 to 0.06% by weight of the polymer flocculant which is a liquid whose pH is adjusted to be almost neutral with respect to 100% by weight of the contaminated water before the execution of Step 31 which is the supernatant liquid separated by the precipitation. The step 32 is performed to clarify the contaminated water by separating and recovering the aggregated block that has been agglomerated by stirring with a stirrer for a predetermined time, and in step 4, the precipitate is the precipitate. 6. The method for treating incinerated ash according to claim 5, wherein the decontaminated ash is subjected to natural dehydration or forced dehydration.
In the step 4, the decontaminated ash is forcibly dehydrated by performing mechanical dehydration in a dehydrator, and the contaminated water that has been clarified by removing the aggregation block in the step 32; It was possible to provide a method for treating incinerated ash in which each of the water separated from the decontaminated ash by the dehydration in Step 4 was reused as the wash water in Step 2.

本発明では、飛灰や炉床灰を洗浄水中に所定量投入し、攪拌にて泥漿化させ、泥漿化した液中に本発明に係る上記処理剤を所定量添加しpH調整後に本格的除染攪拌を行うことで、キレート剤が構築するジチオカルバミン基(吸着基)を破壊し、拘束されていた主として重金属イオンを洗浄水中に短時に溶出させることができる。
本発明の実施によって、キレート剤にてキレート処理を行っていない無処理焼却灰についても、上記と同様の効果を得ることができる。即ち、上記キレート処理が行われていない無処理焼却灰についても本発明の実施によって焼却灰が長期経時を要して溶出する金属を短時に洗浄水中に溶出させることができ、当該溶出により重金属が除去され、焼却灰を安全無害な処理灰にすることができる。
In the present invention, a predetermined amount of fly ash and hearth ash is introduced into the washing water, and the mixture is slurried by stirring. After the pH is adjusted by adding a predetermined amount of the treatment agent according to the present invention, By performing dyeing and stirring, the dithiocarbamine group (adsorbing group) constructed by the chelating agent can be destroyed, and the mainly heavy metal ions that have been restrained can be eluted in the washing water in a short time.
By carrying out the present invention, the same effects as described above can be obtained for untreated incinerated ash that has not been chelated with a chelating agent. That is, the untreated incinerated ash that has not been chelated can be eluted into the wash water in a short time by the implementation of the present invention. It is removed and the incineration ash can be made safe and harmless treated ash.

本発明に係る処理方法の一実施の形態について全体のフローを示す説明図。Explanatory drawing which shows the whole flow about one Embodiment of the processing method which concerns on this invention. (A)及び(B)は焼却灰の吸着固定基の分子構造を示す説明図。(A) And (B) is explanatory drawing which shows the molecular structure of the adsorption fixed group of incineration ash.

以下、図面に基づき本願発明の実施の形態を説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

(焼却灰の性状の概要)
焼却灰は、「固相・気相・液相」から成り立ち重金属イオン等の汚染物質は水に難溶な固定態及び水に易水溶態・交換態のイオン化状態で図2の吸着固定基に吸着保持され存在する。
図2(A)へ示す1:1型単位層は、Al八面体シートにSi四面体シートが突き刺すような形で結合している。図2(B)へ示す2:1型単位層では、2枚のSi四面体シートがAl八面体シートを(図中上下)両側からサンドイッチする(挟む)形で結合している。
焼却灰は通常、飛灰と炉床灰に分類される。飛灰は、炉床灰と比較してアルミナ八面体・ケイ素四面体の吸着固定基を圧倒的に多く保持するため、汚染濃度も圧倒的に高い。
因みに優れた除染とは、固定態を如何に多く水溶態・交換態に移行できるかで決まる。
(Summary of properties of incineration ash)
Incineration ash is made up of “solid phase, gas phase, and liquid phase”. Contaminants such as heavy metal ions are in a fixed state that is hardly soluble in water and easily ionized in a water-soluble and exchanged state in water. Adsorbed and retained.
The 1: 1 type unit layer shown in FIG. 2A is bonded to the Al octahedron sheet so that the Si tetrahedron sheet pierces. In the 2: 1 type unit layer shown in FIG. 2B, two Si tetrahedron sheets are bonded in such a manner that the Al octahedron sheet is sandwiched (sandwiched) from both sides (up and down in the figure).
Incineration ash is usually classified into fly ash and hearth ash. Fly ash retains an overwhelmingly large number of adsorbed and fixed groups of alumina octahedron and silicon tetrahedron as compared with hearth ash, so the contamination concentration is also extremely high.
The excellent decontamination is determined by how many fixed states can be transferred to a water-soluble or exchanged state.

(本発明に係る処理剤による無機電解・除染不溶化)
次に無機電解・除染不溶化について説明する。
本発明に係る処理剤は、過塩素酸ナトリウムを主成分に数種類のイオン価の異なる金属正電荷物質を一溶媒液中に合成配合したものであり、単一電価では成し得ない優れた中和反応と触媒反応等、複合的相乗効果を勘案した含鉄除染剤である。
本発明に係る処理剤を泥漿化した洗浄水中に添加すると迅速な水和反応が起こり、数種の原子価から成る水酸化物が生成され、無機特有のイオン増加が起こる。
生成された各々のイオンが特徴的役割を担うものである。即ち、焼却灰が保持する吸着固定基及びキレート剤で構築された吸着固定基(ジチオカルバミン酸基)に拘束される重金属イオン等を中和し、水に難溶な固定態イオンを水溶態や交換態に移行させ、洗浄液中への溶出化を実現する。上記にて溶出された汚染水に凝集処理を施すことにて汚染物質の分離回収を行うことができる。
尚、自然界において通常、重金属類はイオン化の状態で鉱物中の固定基(結合基)に強く吸着固定化され存在する。
(Inorganic electrolysis / decontamination insolubilization by the treatment agent according to the present invention)
Next, inorganic electrolysis / decontamination insolubilization will be described.
The treatment agent according to the present invention is a compound in which several kinds of metal positively charged substances having different ionic valences are synthesized and mixed in a single solvent liquid mainly composed of sodium perchlorate, and cannot be achieved with a single valence. An iron-containing decontamination agent that takes into account multiple synergistic effects such as neutralization reaction and catalytic reaction.
When the treatment agent according to the present invention is added to the laundered washing water, a rapid hydration reaction occurs, a hydroxide composed of several valences is generated, and an ion increase peculiar to inorganics occurs.
Each generated ion plays a characteristic role. In other words, neutralization of heavy metal ions, etc., restrained by adsorption fixed groups held by incineration ash and adsorption fixed groups (dithiocarbamic acid groups) built with chelating agents, water-soluble or exchanged fixed ions that are hardly soluble in water Transition to the state, and elution into the cleaning solution is realized. Contaminants can be separated and recovered by subjecting the contaminated water eluted above to a coagulation treatment.
In the natural world, heavy metals are usually strongly adsorbed and fixed on fixing groups (bonding groups) in minerals in an ionized state.

以上の処理により、固定態下で存在する重金属イオンを水に易溶な水溶態・交換態に移行させることでその6割前後が溶出し、除去されると同時に2割前後が酸化固定され不溶出化される。
尚、残存する微量汚染物質は、社団法人土壌環境センター(東京都千代田区麹町4−5 KSビル3階)指針に基づく経時変化溶出試験500年間を試みた結果、永続的不溶出の確認に至り、権威ある検証機構のNPO日本地質汚染審査機構(千葉県千葉市花見川区幕張本郷5丁目24-1 ローズハイツ1号)・不溶化審査委員会、株式会社医療地質研究所(千葉県千葉市稲毛区山王町397番地の22)の関係者による不溶化試験及びその判定を依頼し、審査委員の指摘に従い3種の溶出試験を追加したところ、何れの試験においても土壌溶出量試験として適切と判断された。
上記経時変化溶出試験500年間は、環境省を主務官庁とする上記社団法人土壌環境センター(http://www.gepc.or.jp/)の重金属不溶化処理土壌の安定性に関する検討部会にて提案された試験法に基づくものである(平成13〜17年の検討結果の総括報告書)。即ち、上記経時変化溶出試験500年間は、当該部会において設定された、重金属不溶化処理土壌のpH変化に対する長期安定性を評価する溶出試験の条件に沿って行った試験である。
具体的には、不溶化処理土壌が酸に曝される場合について、上記部会では酸性雨を想定し、酸性雨をpH4.0、年間降雨量2,000mmとし、土壌を1m×1m×1m=1立法メートル、1.3ton乾土/立法メートルとして、100年間にこの酸性雨に曝される場合を想定した。単位乾土あたりの酸量は15.4meq/kg乾土である。
これに相当する酸量を添加して、平成3年環境庁告示第46号の溶出試験(以下第46号溶出試験) と同様の手順で溶出させるものを、酸添加溶出試験法Iとした。試験に用いる溶出液(溶媒) は [H+]=1.54meq/L (硫酸の場合pH2.8)である。
そして、500年分に相当する酸量を添加するものを酸添加溶出試験法II(76.9meq/ kg乾土) とした。溶出液 (溶媒) は[H+]=7.69meq/L(硫酸の場合pH2.1)である。仮に土壌を1m×1m×2m=2立法メートルとすると、酸添加溶出試験法Iは200年分の酸量に相当し、酸添加溶出試験法IIは1000年分の酸量に相当することになる。上記経時変化溶出試験500年間については、上記の通り500年分に相当する酸量を添加するものである。
By the above treatment, around 60% of the heavy metal ions existing in the fixed state are transferred to the water-soluble / exchanged state, which is easily soluble in water, and it is removed. Eluted.
In addition, the remaining trace contaminants have been confirmed to be permanently undissolved as a result of a 500-year elution test based on the guidelines of the Soil Environment Center (4-5 Kashimachi, Chiyoda-ku, Tokyo, KS Building, 3F). , NPO Japan Geological Contamination Examination Organization (Rose Heights 1-24, Makuhari-Hongo, 5-chome, Hanamigawa-ku, Chiba-shi), Insolubilization Examination Committee, Medical Geological Research Institute Co., Ltd. (Inage-ku, Chiba City, Chiba Prefecture) Requested the insolubilization test and its judgment by 22) at 397 Sannomachi, and added three types of dissolution tests as indicated by the jury. As a result, all tests were judged to be appropriate as soil dissolution tests. .
Proposed by the Study Group on Stability of Heavy Metal Insolubilized Soil at the Soil Environment Center (http://www.gepc.or.jp/) with the Ministry of the Environment as the competent government This is based on the test method that was conducted (summary report of the examination results of 2001-2005). That is, the 500 years elution test described above is a test conducted in accordance with the conditions of the elution test for evaluating the long-term stability against the pH change of the heavy metal insolubilized soil set in the subcommittee.
Specifically, in the case where the insolubilized soil is exposed to acid, the above-mentioned group assumes acid rain, acid rain is pH 4.0, annual rainfall is 2,000 mm, and soil is 1 m × 1 m × 1 m = 1. The case of exposure to this acid rain for 100 years was assumed as a legitimate meter, 1.3 ton dry soil / legislation meter. The acid amount per unit dry soil is 15.4 meq / kg dry soil.
An acid addition elution test method I was conducted by adding an acid amount corresponding to this and eluting it in the same procedure as the dissolution test of No. 46 of the Environment Agency in 1991 (hereinafter referred to as No. 46 dissolution test). The eluate (solvent) used in the test is [H +] = 1.54 meq / L (pH 2.8 in the case of sulfuric acid).
And what added the acid amount equivalent to 500 years was made into acid addition elution test method II (76.9 meq / kg dry soil). The eluent (solvent) is [H +] = 7.69 meq / L (pH 2.1 in the case of sulfuric acid). If the soil is 1 m × 1 m × 2 m = 2 cubic meters, the acid addition elution test method I corresponds to the acid amount for 200 years, and the acid addition elution test method II corresponds to the acid amount for 1000 years. Become. About 500 years of said elution tests over time, as described above, an acid amount corresponding to 500 years is added.

(本発明に係る処理剤の基本構成)
本発明は、硫酸と、過塩素酸ナトリウムと、重金属類の凝集剤と、表面処理剤とを含む焼却灰の処理剤を提供する。
特にこの例は、前記焼却灰の処理剤全体を100重量%とし、水と共に、前記硫酸を10〜20重量%、前記過塩素酸ナトリウムを30〜40重量%、前記凝集剤としてポリ硫酸第二鉄を10〜25重量%、前記表面処理剤として硝酸第二鉄又は硝酸ナトリウムを15〜35重量%含む焼却灰の処理剤を提供する。
上記処理剤について、各配合成分(合成薬品の構成)の特徴と目的、配合比率を中心に、より詳しく説明する。
(Basic configuration of treatment agent according to the present invention)
The present invention provides an incineration ash treatment agent comprising sulfuric acid, sodium perchlorate, heavy metal flocculants, and a surface treatment agent.
In particular, in this example, the entire treatment agent for incineration ash is 100% by weight, together with water, the sulfuric acid is 10 to 20% by weight, the sodium perchlorate is 30 to 40% by weight, and the polysulfuric acid is used as the flocculant. An incineration ash treatment agent containing 10 to 25% by weight of iron and 15 to 35% by weight of ferric nitrate or sodium nitrate as the surface treatment agent is provided.
About the said processing agent, it demonstrates in detail focusing on the characteristic and objective of each compounding component (structure of a synthetic chemical), and a compounding ratio.

(1)硫酸
硫酸は、処理剤(合成薬品)の安定化を図るために用いられる。処理剤全体を100重量%として、処理剤中硫酸の配合比は10〜20%の範囲とし、好ましくは10%とする。
(1) Sulfuric acid sulfuric acid is used to stabilize the treatment agent (synthetic chemical). The total amount of the processing agent is 100% by weight, and the blending ratio of sulfuric acid in the processing agent is in the range of 10 to 20%, preferably 10%.

(2)過塩素酸ナトリウム
過塩素酸ナトリウムは、酸化力が強く、金属類の腐食性能が強烈である。このため、過塩素酸ナトリウムは腐食剤として用いられる。
処理剤全体を100重量%として、処理剤中過塩素酸ナトリウムの配合比は30〜40重量%の範囲とし、好ましくは40重量%とする。
(2) Sodium perchlorate Sodium perchlorate has a strong oxidizing power and a strong corrosion performance of metals. For this reason, sodium perchlorate is used as a corrosive agent.
The total treatment agent is 100% by weight, and the blending ratio of sodium perchlorate in the treatment agent is in the range of 30 to 40% by weight, preferably 40% by weight.

(3)ポリ硫酸第二鉄
ポリ硫酸第二鉄は、重金属類の凝集能力を有し、零下2度までの能力を有する。このため、ポリ硫酸第二鉄は、重金属類の凝集剤として用いられる。
また、ポリ硫酸第二鉄は、硫化水素の悪臭を消去する。従って、ポリ硫酸第二鉄は、消臭剤としても用いられる。
処理剤全体を100重量%として、処理剤中ポリ硫酸第二鉄は10〜25重量%の範囲とし、好ましくは15重量%とする。
また上記ポリ硫酸第二鉄に替わり、処理剤全体100重量%中、硝酸第二鉄又は過塩素酸ナトリウムを20〜35重量%用いることができる。
(3) Ferric polysulfate Polyferric sulfate has the ability to agglomerate heavy metals and has a capacity of up to 2 degrees below zero. For this reason, polyferric sulfate is used as an aggregating agent for heavy metals.
Polyferric sulfate also eliminates the bad smell of hydrogen sulfide. Therefore, polyferric sulfate is also used as a deodorant.
The total amount of the processing agent is 100% by weight, and the ferric sulfate in the processing agent is in the range of 10 to 25% by weight, preferably 15% by weight.
Further, in place of the polyferric sulfate, 20 to 35% by weight of ferric nitrate or sodium perchlorate can be used in 100% by weight of the whole treatment agent.

(4)硝酸第二鉄
硝酸第二鉄は、金属類の腐食性能力に優れ、金属表面処理及び酸化剤として用いられる。
硝酸第二鉄は、化学薬品3599種の品目のうち、本剤のみ重金属イオンである放射性物質の吸着能力を有する。
処理剤全体を100重量%として、処理剤中硝酸第二鉄は15〜35重量%の範囲とし、好ましくは20重量%とする。
また上記硝酸第二鉄に替わり、処理剤全体100重量%中、硝酸ナトリウムを15〜35重量%の範囲で用いることができる。
(4) Ferric nitrate Ferric nitrate is excellent in the corrosive ability of metals and is used as a metal surface treatment and an oxidizing agent.
Ferric nitrate has the ability to adsorb radioactive substances which are heavy metal ions only among 3599 chemicals.
The total amount of the processing agent is 100% by weight, and ferric nitrate in the processing agent is in the range of 15 to 35% by weight, preferably 20% by weight.
Moreover, it replaces with the said ferric nitrate and sodium nitrate can be used in 15 to 35 weight% in 100 weight% of the whole processing agent.

(5)水
処理剤100重量%中、上記(1)〜(4)以外の残りの成分を当該水とする。水には、清水を用いる。
(5) The remaining component other than the above (1) to (4) is 100% by weight of the water treatment agent. Use fresh water as water.

(本発明に係る焼却灰の処理方法)
以下、本発明に係る焼却灰の処理方法のフローチャートについて説明する。
本発明に係る焼却灰の処理方法において、次のステップ1〜ステップ6を遂行する(図1)。
(Incineration ash treatment method according to the present invention)
Hereinafter, the flowchart of the processing method of incineration ash concerning the present invention is explained.
In the incinerated ash treatment method according to the present invention, the following steps 1 to 6 are performed (FIG. 1).

(ステップ1)
ステップ1は炉床灰中の棄雑物を除去する棄雑物除去工程である。
ステップ1において、焼却灰を篩機にかけることにて焼却灰中の棄雑物を除去する。
(Step 1)
Step 1 is a debris removal step for removing debris in the hearth ash.
In step 1, the incineration ash is passed through a sieving machine to remove debris in the incineration ash.

(ステップ2)
ステップ2は、キレート剤及び焼却灰等が保持する汚染物質の吸着固定態基を水に易溶な水溶態・交換態に移行させ洗浄水中へ溶出化を図る、汚染物質の溶出化工程である。
具体的には、ステップ2において、次のステップ21乃至ステップ23の各処理を遂行する。
(Step 2)
Step 2 is a pollutant elution process in which the adsorbed and fixed groups of pollutants held by the chelating agent and incinerated ash are transferred to a water-soluble / exchanged state that is easily soluble in water and are eluted into the wash water. .
Specifically, in step 2, each of the following steps 21 to 23 is performed.

(1)ステップ21にて、ステップ1を経た焼却灰を洗浄撹拌機に投入する。
即ち、ステップ21において、洗浄水を水とし、上記焼却灰を当該水と同重量洗浄撹拌機へ投入し、攪拌して泥漿化状態の泥漿化水にする。
(1) In step 21, the incinerated ash having passed through step 1 is put into a washing stirrer.
That is, in step 21, washing water is used as water, and the incineration ash is put into a washing stirrer having the same weight as that of the water, and stirred to obtain mudified water in a mud state.

(2)ステップ22にて、ステップ21の泥漿化水100重量%に対し3〜5重量%の前記処理剤を前記泥漿化水へ投入する(投入後の泥漿化水全体は103〜105重量%となる)。 (2) In step 22, 3 to 5% by weight of the treatment agent is added to the slurryed water with respect to 100% by weight of the slurryed water in step 21 (the entire slurryed water is 103 to 105% by weight). Become).

(3)ステップ23において、処理剤投入後の前記泥漿化水を強酸性となるように調整し洗浄撹拌機で所定時間攪拌することにて前記焼却灰中の前記汚染物質を前記泥漿化水へ溶出させる。攪拌後所定時間静止させて沈殿させる。
この例では、処理剤投入後の前記泥漿化水をpH1.5に調整し、洗浄撹拌機で20分攪拌した後、20分間の静止(攪拌停止)により沈殿物を生じさせる。尚、処理剤投入後の前記泥漿化水をpH1.5に調整する点については、前記泥漿化水に希硫酸を加えて希釈することによりpH1.5に調整するものである。
(3) In step 23, the contaminated water in the incinerated ash is converted into the slurry water by adjusting the slurry water after the treatment agent to be strongly acidic and stirring it with a washing stirrer for a predetermined time. Elute. After stirring, the mixture is allowed to stand for a predetermined time for precipitation.
In this example, the slurryed water after the treatment agent is charged is adjusted to pH 1.5, stirred for 20 minutes with a washing stirrer, and then a precipitate is generated by standing still for 20 minutes (stopping stirring). In addition, about the point which adjusts the said muddy water after processing agent addition to pH1.5, it adjusts to pH1.5 by adding diluted sulfuric acid to the said muddy water.

(ステップ3)
ステップ3は汚染水の清澄化工程であり、ステップ3において、焼却灰等の洗浄に伴う汚染水の清澄化を図る。
具体的には、ステップ3において、次のステップ31及びステップ32の各処理を遂行する。
(Step 3)
Step 3 is a clarification process of contaminated water. In Step 3, clarification of contaminated water accompanying cleaning of incineration ash and the like is attempted.
Specifically, in step 3, the following processes of step 31 and step 32 are performed.

(1)ステップ31において、上記洗浄攪拌機の強酸性洗浄汚染水を凝集撹拌機へ移す。そして、上記沈殿にて分離した上澄み液である汚染水の重量100重量%に対し、ポリ硫酸第二鉄0.02〜0.03重量%を凝集撹拌機へ投入する(投入後の汚染水全体の重量は100.02〜100.03重量%となる)。 (1) In step 31, the strongly acidic washing contaminated water of the washing stirrer is transferred to the coagulation stirrer. Then, 0.02 to 0.03% by weight of ferric polysulfate is added to the agitation stirrer with respect to 100% by weight of the contaminated water which is the supernatant liquid separated by precipitation (the entire contaminated water after the addition). Of 100.02 to 100.03% by weight).

(2)ステップ32において、pHをほぼ中性即ちpH7.0に調整した液体である高分子凝集剤0.04〜0.06重量%をステップ31のポリ硫酸第二鉄投入前の上記汚染水100重量%に対して投入し凝集撹拌機にて所定時間攪拌する(ステップ31のポリ硫酸第二鉄及びステップ32の高分子凝集剤投入後汚染水全体の重量は100.06〜100.09重量%となる)。
この例では、ステップ32において凝集攪拌機にて15分攪拌を行う。当該攪拌により、汚染水は清澄化水となる。即ち、ステップ3の上記処理により、重金属等の汚染物質は凝集ブロックとして分離回収され、当該攪拌にて凝集した凝集ブロックを分離回収することにて残った上記汚染水は清澄化された清澄化水となる。
上記pH7.0に調整した液体である高分子凝集剤として、ポリ硫酸第二鉄を採用することができる。当該高分子凝集剤として、ポリ硫酸第二鉄の他、硝酸第二鉄又は過塩素酸ナトリウムを採用することができる。
上記の凝集ブロックについては、少量のセメントと珪酸ナトリウム(水ガラス)を加えることにより急結させて汚染物質を溶出しないガラス固化物とし、一般の管理型最終処分所にて処理する(管理型最終処分所の敷地内に埋める)。
(2) In step 32, 0.04 to 0.06% by weight of the polymer flocculant, which is a liquid whose pH is adjusted to be substantially neutral, that is, pH 7.0, is added to the contaminated water before the addition of polyferric sulfate in step 31. 100% by weight and stirred for a predetermined time with a coagulant stirrer (the total weight of the contaminated water after adding ferric sulfate in Step 31 and the polymer coagulant in Step 32 is 100.06 to 100.09%) %).
In this example, in step 32, the agitation stirrer is used for 15 minutes. By the stirring, the contaminated water becomes clarified water. That is, the contaminants such as heavy metals are separated and recovered as agglomerated blocks by the treatment in step 3, and the contaminated water remaining by separating and recovering the agglomerated blocks aggregated by the stirring is clarified clarified water. It becomes.
As the polymer flocculant which is a liquid adjusted to pH 7.0, polyferric sulfate can be employed. As the polymer flocculant, ferric nitrate or sodium perchlorate can be employed in addition to ferric sulfate.
The above agglomerated blocks are rapidly solidified by adding a small amount of cement and sodium silicate (water glass) to form a solidified glass that does not elute pollutants, and are processed at a general control-type final disposal site (control-type final) Fill in the disposal site).

ステップ4において、上記ステップ2にて得た上記沈殿物である除染灰を自然脱水又は強制脱水させる。この例では、ステップ4において、脱水機にて機械脱水を行うことにより前記除染灰を強制脱水する。但し、自然乾燥にて自然脱水するものとしてもよい。
一方、脱水後の除染灰は、処分場にて処分されるか、資源化活用される。
In step 4, the decontamination ash that is the precipitate obtained in step 2 is naturally dehydrated or forcedly dehydrated. In this example, in step 4, the decontaminated ash is forcibly dehydrated by performing mechanical dehydration with a dehydrator. However, it may be naturally dehydrated by natural drying.
On the other hand, decontaminated ash after dehydration is disposed at a disposal site or utilized as a resource.

ステップ5において、上記ステップ3にて得た清澄化水を貯留タンク(清澄化水貯留タンク)へ移す。
また、ステップ6において、上記ステップ4の機械脱水にて得た水分を貯留タンク(脱水貯留タンク)へ移す。
In step 5, the clarified water obtained in step 3 is transferred to a storage tank (clarified water storage tank).
In Step 6, the moisture obtained by the mechanical dehydration in Step 4 is transferred to a storage tank (dehydration storage tank).

上記清澄化水貯留タンクの清澄化水と、脱水貯留タンクの水分は、リサイクル水として、上記洗浄攪拌機へ移送される。移送されたリサイクル水は、上記洗浄攪拌機にてステップ2の洗浄水として再利用される。 The clarified water in the clarified water storage tank and the water in the dewatered storage tank are transferred to the washing stirrer as recycled water. The recycled water transferred is reused as the washing water in step 2 by the washing stirrer.

以上、本発明に係る処理剤を用いた上記除染処理により重金属等の汚染物質はその80%前後が除去され、残存する微量汚染物質は頑強に酸化固定化される。その永続的不溶出化能力の立証は、前述のNPO日本地質汚染審査機構の不溶化審査会及び株式会社医療地質研究所の結果報告書(後述の表2)に基づく。 As described above, around 80% of the contaminants such as heavy metals are removed by the decontamination treatment using the treatment agent according to the present invention, and the remaining trace contaminants are oxidatively fixed. The verification of the permanent insolubilization capability is based on the aforementioned report on the results of the insolubilization review committee of the NPO Japan Geological Contamination Examination Organization and the Medical Geological Research Institute, Inc. (Table 2 below).

(本発明に係る処理剤の主な用途)
1)本剤は、キレート剤で構築された吸着固定基(ジチオカルバミン酸基)を迅速に破壊すると共に焼却灰が保持する固定基を中和し水溶基を中和し水溶態・交換態に移行させ、洗浄水中に溶出化を図る。
2)本剤は、特許第4309464号及び特許第5911716号の前々処理剤として活用し、処理制度の向上が図れる。
3)本剤は、海泥及び陸上汚染土の除染処理に活用することができる。
(Main uses of the treatment agent according to the present invention)
1) This agent quickly destroys the adsorbed immobilization group (dithiocarbamic acid group) constructed with a chelating agent, neutralizes the immobilization group held by the incineration ash, neutralizes the water-soluble group, and moves to the water-soluble / exchanged state. And elute in wash water.
2) This agent can be used as a pretreatment agent in Patent Nos. 4309464 and 5911716 to improve the treatment system.
3) This agent can be used for decontamination treatment of sea mud and land contaminated soil.

表1へ発明の実施例を示す。尚、実施例は例示であり、本発明を限定的に解釈するのに用いるものではない。 Table 1 shows examples of the invention. In addition, an Example is an illustration and is not used for interpreting this invention restrictively.

Figure 2019209250
Figure 2019209250

表2へ土壌分析結果(埋戻確認調査の土壌分析結果一覧)を示す。
上記結果報告書(表2における第二種特定有害物質の溶出量の欄)では全ての項目において炉床灰は定量下限値(表3に示す土壌汚染の基準における第二種重金属等の欄)を下回っていることが確認された。
Table 2 shows the results of soil analysis (list of soil analysis results of backfill confirmation survey).
In the above result report (column of the amount of second-class specific hazardous substance elution in Table 2), the hearth ash is the lower limit of quantification in all items (column of second-class heavy metals etc. in the soil contamination criteria shown in Table 3) It was confirmed that it was below.

Figure 2019209250
Figure 2019209250

Figure 2019209250
Figure 2019209250

表4〜表8は、本発明に係る処理剤を用いたごみ焼却灰の重金属の不溶化試験を行い、その評価を行ったものである。試験に用いたごみ焼却灰は、千葉灰、Aごみ焼却処分場の飛灰、Aごみ焼却処分場の炉床灰、Bごみ焼却処分場の飛灰、Bごみ焼却処分場の炉床灰の5種類である。
また表4の千葉灰は、2016年9月に千葉市内の処分場から採取した飛灰である。表4の「処理前」は採取した飛灰について本発明に係る処理剤による処理前の2016年9月に試験を行った結果を示している。表4の「処理後の結果」は採取した上記飛灰について本発明に係る処理剤にて処理を行った2017年12月の試験結果を示す。
各ごみ焼却場からの焼却灰に対する不溶化試験は株式会社医療地質研究所により行われた。尚、この不溶化試験の処理試験は、特許第4309464号(特許文献1)の発明者である谷元佳代彦と柳本行雄の両者によって開発された手法にて行われたものである。そして、不溶化試験により得られた最終爐物に対して、株式会社医療地質研究所では、NPO日本地質汚染審査機構不溶化試験審査委員会提案の3種類と社団法人土壌環境センターの1種類、合計4種類の評価を行った。それらの溶出試験方法は以下の通りである。
(株式会社医療地質研究所が行った上記4種類の溶出試験方法)
1)方法X-1:硫酸・硝酸混合水溶液添加溶出試験法(pH2.8)
(NPO日本地質汚染審査機構の提案I、2015年)
2)方法X-2:硫酸・硝酸混合水溶液添加による溶出繰り返し試験法(2回)(pH3.1)
(NPO日本地質汚染・審査機構の提案II、2015年)
3)方法X-3:硫酸・硝酸混合水溶液添加による溶出繰り返し試験法(5回)(pH3.5)
(NPO日本地質汚染審査機構の提案III、2015年)
4)方法Y:硫酸添加溶出試験法I (pH2.8)(社団法人土壌環境センター、2006年)
Tables 4 to 8 show the evaluation results of insolubilization tests of heavy metals in refuse incineration ash using the treatment agent according to the present invention. The waste incineration ash used in the test is Chiba ash, the fly ash from the A waste incineration site, the hearth ash from the A waste incineration site, the fly ash from the B waste incineration site, and the hearth ash from the B waste incineration site There are five types.
The Chiba ash in Table 4 is fly ash collected from a disposal site in Chiba City in September 2016. “Before treatment” in Table 4 shows the result of a test conducted on the collected fly ash in September 2016 before the treatment with the treatment agent according to the present invention. “Results after treatment” in Table 4 shows test results in December 2017 in which the collected fly ash was treated with the treatment agent according to the present invention.
The insolubilization test for incineration ash from each waste incineration plant was conducted by Medical Geological Research Institute. The treatment test of the insolubilization test was performed by a method developed by both Kayohiko Tanimoto and Yukio Yanagimoto, inventors of Japanese Patent No. 4309464 (Patent Document 1). And, for the final material obtained by the insolubilization test, Medical Geological Research Institute Co., Ltd. has 4 types in total, 3 types proposed by the NPO Japan Geological Contamination Inspection Organization Insolubilization Test Review Committee and 1 type of Soil Environment Center. A kind of evaluation was performed. The dissolution test methods are as follows.
(The above four types of dissolution test conducted by Medical Geological Research Institute)
1) Method X-1: Sulfuric acid and nitric acid mixed aqueous solution addition elution test method (pH 2.8)
(Proposal I of the NPO Japan Geological Pollution Examination Organization, 2015)
2) Method X-2: Repeated dissolution test method by adding sulfuric acid / nitric acid mixed aqueous solution (twice) (pH 3.1)
(Proposal II of NPO Japan Geological Pollution and Examination Organization, 2015)
3) Method X-3: Repeated elution test method by adding sulfuric acid / nitric acid mixed aqueous solution (5 times) (pH 3.5)
(Proposal III of NPO Japan Geological Pollution Examination Organization III, 2015)
4) Method Y: Sulfuric acid addition dissolution test method I (pH 2.8) (Soil Environment Center, 2006)

上記1)の方法X−1は、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、硫酸と硝酸の混合水溶液で前記泥漿化水を希釈してpH2.8とする変更にてサンプル(1点)を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
上記2)の方法X−2は、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、何れも硫酸と硝酸の混合水溶液で前記泥漿化水を希釈してpH3.1とする変更にてサンプル2点(2回)を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
上記3)の方法X−3は、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、何れも硫酸と硝酸の混合水溶液で前記泥漿化水を希釈してpH3.5とする変更にてサンプル5点(5回)を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
上記4)の方法Yは、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、硫酸で前記泥漿化水を希釈してpH2.8とする変更にてサンプル(1点)を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
The method X-1 of the above 1) is a flow of the incinerated ash treatment method according to the present invention described above, wherein dilute sulfuric acid is added to the muddy water after the treatment agent is charged in step 23 of step 2 to pH 1.5. The sample (1 point) was obtained by diluting the slurryed water with a mixed aqueous solution of sulfuric acid and nitric acid to adjust the pH to 2.8. Other points differ from the above step 2 There is no point (Fig. 1).
In the method X-2 of 2) above, in the above-described flowchart of the method for treating incineration ash according to the present invention, dilute sulfuric acid is added to the muddy water after the treatment agent is charged in step 23 of step 2, and the pH is 1.5. In terms of the points to be adjusted, 2 samples (twice) were obtained by diluting the slurryed water with a mixed aqueous solution of sulfuric acid and nitric acid to obtain pH 3.1. There is no difference from step 2 (FIG. 1).
The method X-3 of the above 3) is a flow of the incinerated ash treatment method according to the present invention described above, wherein dilute sulfuric acid is added to the muddy water after the treatment agent is charged in step 23 of step 2 to pH 1.5. 5 points (5 times) were obtained by changing the sludge water to pH 3.5 by diluting the slurry water with a mixed aqueous solution of sulfuric acid and nitric acid. There is no difference from step 2 (FIG. 1).
Method Y of 4) above is adjusted to pH 1.5 by adding dilute sulfuric acid to the muddy water after the treatment agent is charged in Step 23 of Step 2 in the flowchart of the method for treating incinerated ash according to the present invention described above. In this regard, a sample (1 point) was obtained by diluting the slurryed water with sulfuric acid to a pH of 2.8, and there were no differences from step 2 in other matters (FIG. 1). .

また、最終爐物の分析値に関しては、第三者機関のNPO日本地質汚染審査機構不溶化試験審査委員会にも評価依頼し、クロスチェックを行った。NPO日本地質汚染審査機構不溶化試験審査委員会では、同委員会提案の4種類と社団法人土壌環境センターの2種類の合計6種類を行った。それらの溶出試験方法は以下の通りである。
(NPO日本地質汚染審査機構不溶化審査委員会が行った上記6種類の溶出試験方法)
5)方法I:硫酸水溶液添加溶出試験法(pH2.8) /土壌環境センター提案
6)方法II:硫酸水溶液添加溶出試験法(pH2.1)/土壌環境センター提案
7)方法III:硫酸・硝酸混合水溶液添加溶出試験法(pH2.8)
8)方法IV:硫酸・硝酸混合溶液添加による溶出繰り返し試験法(pH3.1)
9)方法V:硫酸・硝酸混合水溶液添加溶出試験法(pH2.1)
10)方法VI:硫酸・硝酸・NaCl混合水溶液添加溶出試験法(pH2.8)
In addition, the analysis value of the final freight was requested to be evaluated by a third party NPO Japan Geological Contamination Inspection Organization Insolubilization Examination Committee and cross-checked. The NPO Japan Geological Contamination Examination Insolubilization Examination Review Committee conducted a total of 6 types: 4 types proposed by the committee and 2 types of Soil Environment Center. The dissolution test methods are as follows.
(The above six dissolution test methods conducted by the NPO Japan Geological Contamination Examination Insolubility Examination Committee)
5) Method I: Sulfuric acid aqueous solution elution test method (pH 2.8) / Soil Environment Center proposal 6) Method II: Sulfuric acid aqueous solution elution test method (pH 2.1) / Soil Environment Center proposal 7) Method III: Sulfuric acid / Nitric acid Mixed aqueous solution addition dissolution test method (pH 2.8)
8) Method IV: Repeated dissolution test method (pH 3.1) by adding a mixed solution of sulfuric acid and nitric acid
9) Method V: Method of adding and dissolving sulfuric acid / nitric acid aqueous solution (pH 2.1)
10) Method VI: Sulfuric acid / nitric acid / NaCl mixed aqueous solution addition elution test method (pH 2.8)

上記5)の方法Iは、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、硫酸水溶液で前記泥漿化水を希釈してpH2.8とする変更にてサンプル(1点)を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
上記6)の方法IIは、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、硫酸水溶液で前記泥漿化水を希釈してpH2.1とする変更にてサンプル(1点)を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
上記7)の方法IIIは、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、硫酸・硝酸混合水溶液で前記泥漿化水を希釈してpH2.8とする変更にてサンプル(1点)を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
上記8)の方法IVは、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、硫酸・硝酸混合水溶液で前記泥漿化水を希釈してpH3.1とする変更にてサンプル5点を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
上記9)の方法Vは、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、硫酸・硝酸混合水溶液で前記泥漿化水を希釈してpH2.1とする変更にてサンプル(1点)を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
上記10)の方法VIは、前述の本発明に係る焼却灰の処理方法のフローチャートにおいて、ステップ2のステップ23の上記処理剤投入後の前記泥漿化水へ希硫酸を加えてpH1.5に調整する点に関し、硫酸・硝酸・NaCl混合水溶液で前記泥漿化水を希釈してpH2.8とする変更にてサンプル(1点)を得たものであり、他の事項について上記ステップ2と異なる点はない(図1)。
詳細は省略するが、NPO日本地質汚染審査機構不溶化審査委員会が行った上記5)〜10)の6種類の溶出試験方法による試験結果も、株式会社医療地質研究所が行った次に示す上記1)〜4)の4種類の溶出試験方法による試験結果とほぼ同じことが確認された。
Method I of 5) above is adjusted to pH 1.5 by adding dilute sulfuric acid to the muddy water after the treatment agent is charged in Step 23 of Step 2 in the flowchart of the method for treating incinerated ash according to the present invention described above. In this regard, a sample (one point) was obtained by diluting the slurry water with a sulfuric acid aqueous solution to a pH of 2.8, and there were no differences from Step 2 in other matters (FIG. 1). ).
Method II of 6) above is adjusted to pH 1.5 by adding dilute sulfuric acid to the muddy water after the treatment agent is charged in Step 23 of Step 2 in the flowchart of the incineration ash treatment method according to the present invention described above. In this regard, a sample (1 point) was obtained by diluting the slurryed water with a sulfuric acid aqueous solution to pH 2.1, and there were no differences from Step 2 in other matters (FIG. 1). ).
Method III of the above 7) is adjusted to pH 1.5 by adding dilute sulfuric acid to the muddy water after the treatment agent is charged in Step 23 of Step 2 in the flowchart of the incineration ash treatment method according to the present invention described above. The sample (1 point) was obtained by diluting the slurry water with sulfuric acid / nitric acid mixed aqueous solution to pH 2.8, and there is no difference from the above step 2 in other matters. (FIG. 1).
Method IV of 8) above is adjusted to pH 1.5 by adding dilute sulfuric acid to the muddy water after the treatment agent is charged in Step 23 of Step 2 in the flowchart of the incineration ash treatment method according to the present invention described above. In this regard, 5 samples were obtained by diluting the slurry water with a sulfuric acid / nitric acid mixed aqueous solution to obtain pH 3.1, and there were no differences from the above step 2 in other matters (FIG. 1).
The method V of 9) above is adjusted to pH 1.5 by adding dilute sulfuric acid to the muddy water after the treatment agent is charged in step 23 of step 2 in the flowchart of the method for treating incinerated ash according to the present invention described above. In this regard, a sample (1 point) was obtained by diluting the slurry water with a sulfuric acid / nitric acid mixed aqueous solution to pH 2.1, and there are no differences from Step 2 above in other matters. (FIG. 1).
Method VI of 10) above is adjusted to pH 1.5 by adding dilute sulfuric acid to the muddy water after the treatment agent is charged in Step 23 of Step 2 in the flowchart of the incineration ash treatment method according to the present invention described above. The sample (1 point) was obtained by diluting the slurry water with sulfuric acid / nitric acid / NaCl mixed aqueous solution to pH 2.8, and other points differed from step 2 above. No (Figure 1).
Although details are omitted, the results of the above 6) elution test methods of 5) to 10) conducted by the NPO Japan Geological Contamination Examination Organization Insolubility Examination Committee were also conducted by Medical Geological Research Institute, Inc. It was confirmed that the test results were almost the same as the results of the four types of dissolution test methods 1) to 4).

表4〜表8(元素毎濃度推移)において、上記方法X−1,X−2,X−3,Yの各試験項目に関し基準値(土壌含有量基準、土壌溶出量・地下水環境基準、土壌環境基準)を超えるものを黒三角(▲)で示す。尚土壌環境基準は環境基本法第16条第1項に定められた基準であり、有害物質毎の基準が環境省のホームページの別表(https://www.env.go.jp/kijun/dt1.html)に記載されている。
千葉灰(飛灰)では、処理前において、カドミウムの残渣の土壌溶出量(Y)(X−1)、六価クロムの原灰の土壌溶出量(Y)(X−1)、鉛の原灰の土壌溶出量(Y)(X−1)、ふっ素の残渣の土壌溶出量(Y)(X−1)について、基準値を超えたものとなっているが、処理後は最終濾物のすべての試験において基準値及び環境基準(土壌環境基準)に適合していることが確認できる(表4)。
In Table 4 to Table 8 (concentration transition for each element), reference values (soil content standard, soil elution amount / groundwater environmental standard, soil) for each test item of the above-mentioned methods X-1, X-2, X-3, Y Those exceeding environmental standards are indicated by black triangles (▲). The soil environmental standards are those stipulated in Article 16, Paragraph 1 of the Environmental Basic Law. The standards for each hazardous substance are listed on the separate website of the Ministry of the Environment website (https://www.env.go.jp/kijun/dt1. html).
In Chiba ash (fly ash), before treatment, the leaching amount of cadmium residue (Y) (X-1), the leaching amount of hexavalent chromium raw ash (Y) (X-1), the raw lead The amount of ash soil elution (Y) (X-1) and the amount of fluorine residue soil elution (Y) (X-1) exceeded the standard values. It can be confirmed that the standard values and environmental standards (soil environmental standards) are met in all tests (Table 4).

A処分場の炉床灰では、処理前において、カドミウムの残渣の土壌溶出量(Y)(X−1)、六価クロムの原灰の土壌溶出量(Y)(X−1)、鉛の原灰の土壌含有量と残渣の土壌含有量と土壌溶出量(Y)(X−1)、ふっ素の残渣の土壌溶出量(X−1)について、夫々の環境基準を超えたものとなっているが、処理後の最終濾物はふっ素の土壌流出量(Y)以外の各項目について基準値に適合しており、従って不溶化の効果は十分に確認できる(表5)。 In the hearth ash of the A disposal site, the amount of soil leaching of cadmium residues (Y) (X-1), the amount of soil leaching of hexavalent chromium raw ash (Y) (X-1), Soil content of raw ash, soil content of residue and soil elution amount (Y) (X-1), and soil elution amount of fluorine residue (X-1) exceeded the respective environmental standards. However, the final filtrate after the treatment conforms to the standard values for each item other than the amount of fluorine outflow (Y), and thus the effect of insolubilization can be sufficiently confirmed (Table 5).

A処分場の飛灰は、カドミウム、総水銀、鉛、ふっ素について、今回の処理では基準値を満足するものではなかった(表6)。
具体的には、A処分場の飛灰では、処理前において、カドミウムの残渣の土壌溶出量(Y)(X−1)、鉛の原灰の土壌含有量と土壌溶出量(Y)(X−1)と残渣の土壌含有量と土壌溶出量(Y)(X−1)、ふっ素の残渣の土壌溶出量(Y)(X−1)について、各基準値を超えたものとなっており、処理後の最終濾物についてもカドミウムとふっ素の各試験や、総水銀の土壌溶出量(Y)と(X−2)1回目と(X−3)の1回目、鉛の土壌溶出量(X−1)と(X−2)の1回目と2回目、(X−3)の4回目と5回目において基準値を超えるものとなっている(表6)。また処理後の総水銀の最終濾物について、土壌溶出量(X−1)と(X−3)の2回目は(土壌溶出量の)基準値を下回っているものの、「検出されない」という環境基準に適合していない。
一方、A処分場の飛灰の処理後の最終濾物について、総水銀の土壌溶出量(X−2)の2回目と(X−3)の3回目乃至5回目、鉛の土壌溶出量(Y)と(X−3)の1回目乃至3回目の夫々では、(土壌溶出量の)基準値を下回るか不検出であった(表6)。
飛灰は炉床灰と異なり、水銀、鉛、ふっ素等揮発しやすい物質が集まり高濃度化している可能性がある(表6)。
The fly ash of the A disposal site did not satisfy the standard values for cadmium, total mercury, lead, and fluorine in this treatment (Table 6).
Specifically, in the fly ash of the A disposal site, the soil leaching amount of cadmium residue (Y) (X-1), the soil content of lead raw ash and the soil leaching amount (Y) (X -1) and the soil content of the residue and the soil elution amount (Y) (X-1), and the soil elution amount of the fluorine residue (Y) (X-1) exceeded each standard value. In addition, for the final filtrate after treatment, each test of cadmium and fluorine, the amount of soil elution of total mercury (Y), the first of (X-2) and the first of (X-3), the amount of elution of lead ( In the first and second times of (X-1) and (X-2), and the fourth and fifth times of (X-3), the reference values are exceeded (Table 6). In addition, regarding the final filtrate of total mercury after treatment, the second time of soil elution (X-1) and (X-3) is below the reference value (of soil elution), but the environment is "not detected" It does not meet the standards.
On the other hand, with regard to the final filtrate after the treatment of fly ash at the A disposal site, the second time of total mercury elution (X-2) and the third to fifth times of (X-3), the amount of lead elution ( In each of the first to third times of Y) and (X-3), it was below the reference value (of soil elution amount) or not detected (Table 6).
Unlike hearth ash, fly ash may contain highly volatile substances such as mercury, lead, and fluorine, which may be highly concentrated (Table 6).

B処分場の炉床灰では、処理前において、カドミウムの原灰の土壌溶出量(Y)(X−1)と残渣の土壌溶出量(Y)(X−1)、鉛の原灰の土壌含有量、ほう素の残渣の土壌溶出量(Y)(X−1)について、基準値を超えたものとなっているが、処理後の各最終濾物は、カドミウムの土壌溶出量(X−1)を除いて基準値を超えないものであった。また上記カドミウムを含め処理後の各最終濾物について、すべての試験の環境基準に適合していることが確認できる(表7)。 In the hearth ash of B disposal site, soil leaching amount of cadmium ash (Y) (X-1) and soil leaching amount (Y) (X-1), lead ash soil before treatment Although the content and the amount of boron residue dissolved into the soil (Y) (X-1) exceeded the standard values, each final filtrate after treatment was treated with cadmium in the amount of soil eluted (X- Except for 1), it did not exceed the standard value. In addition, it can be confirmed that each final filtrate after treatment including cadmium meets the environmental standards of all tests (Table 7).

B処分場の飛灰は、カドミウム、セレン、鉛、ふっ素について、今回の処理では基準値を満足するものではなかった(表8)。
具体的には、B処分場の飛灰では、処理前において、カドミウムの原灰の土壌含有量と土壌流出量(Y)(X−1)と残渣の土壌溶出量(Y)(X−1)、鉛の原灰の土壌含有量と土壌溶出量(Y)(X−1)と残渣の土壌含有量と途上溶出量(Y)(X−1)、砒素の残渣の土壌溶出量(Y)(X−1)、ふっ素の原灰の土壌溶出量(Y)(X−1)と残渣の土壌溶出量(Y)(X−1)、ほう素の残渣の土壌溶出量(Y)(X−1)について、基準値を超えたものとなっており、処理後もカドミウムとふっ素の各試験において、更に、セレンの土壌溶出量(Y)(X−1)、(X−2)の1回目と(X−3)の1乃至4回目、鉛の土壌溶出量(Y)(X−1)、(X−2)の1回目と(X−3)の1回目乃至5回目において基準値を超えるものとなっている(表8)。一方、B処分場の飛灰の処理後の、セレンの土壌溶出量(X−2)の2回目と(X−3)の5回目、鉛の土壌溶出量(X−2)2回目、更に、砒素及びほう素の各試験において、基準を超えないものであった(表8)。
鉛については基準値の2倍程度となっており、残渣の濃度から見て効果を得ていることが分かる。ふっ素は基準値の10倍であるが、残渣の濃度から見て1/10以下となっており、不溶化剤の効果は大きいと考えられる(表8)。
The fly ash at B disposal site did not satisfy the standard values for cadmium, selenium, lead and fluorine (Table 8).
Specifically, in the fly ash at the B disposal site, before treatment, the soil content of cadmium ash, the amount of soil runoff (Y) (X-1), and the amount of soil leaching (Y) (X-1) ), Soil content of lead ash and soil elution amount (Y) (X-1), residue soil content and elution amount on the way (Y) (X-1), soil elution amount of arsenic residue (Y ) (X-1), soil elution amount of fluorine raw ash (Y) (X-1), soil elution amount of residue (Y) (X-1), soil elution amount of boron residue (Y) ( X-1) exceeded the standard value, and in each test of cadmium and fluorine after treatment, the amount of selenium dissolved in soil (Y) (X-1), (X-2) First and (X-3) 1st to 4th, lead soil elution (Y) (X-1), (X-2) 1st and (X-3) 1st to 5th Value exceeded It has become a thing (Table 8). On the other hand, the second leaching amount of selenium (X-2) and the fifth time (X-3), the second soil leaching amount (X-2) after the treatment of fly ash at B disposal site, The arsenic and boron tests did not exceed the standards (Table 8).
Lead is about twice the reference value, and it can be seen that the effect is obtained from the concentration of the residue. Although fluorine is 10 times the reference value, it is 1/10 or less in view of the concentration of the residue, and the effect of the insolubilizer is considered to be large (Table 8).

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最終濾物への溶出試験の他に、株式会社医療地質研究所では、この不溶化試験の過程で得られる原灰・残澄に対して、土壌溶出量試験(社団法人土壌環境センタ一の方法)、土壌溶出量試験(NPO日本地質汚染審査機構の1)方法X-1の2つを行った。 In addition to the elution test on the final filtrate, the Medical Geological Research Institute Co., Ltd. conducted a soil elution test on the raw ash and residue obtained in the process of this insolubilization test (the method of the Soil Environment Center) The soil elution test (NPO Japan Geological Pollution Examination Organization 1) Method X-1 was conducted.

上記の各溶出試験に用いた分析対象試料は、それぞれの焼却灰につき各1個であるが、千葉灰などは土壌環境基準・地下水環境基準を満すといった高い成績を示している。また、Aごみ焼却処分場・Bごみ焼却処分場の炉床灰でも一部元素を除いて高成績を得ている。また、比較的成績の低い飛灰でも爐液への移行が認められていることが株式会社医療地質研究所とNPO日本地質汚染審査機構の不溶化試験審査委員会の評価でも明らかになっている。 One sample for each incineration ash is used for each of the above elution tests, but Chiba ash and the like show high results such as satisfying the soil environment standard and the groundwater environment standard. In addition, the hearth ash at the A and B waste incineration sites has achieved high results with some elements removed. In addition, it has become clear from the evaluation of the Insolubilization Test Review Committee of the Medical Geological Research Institute and the NPO Japan Geological Contamination Examination Organization that even fly ash with relatively low results is recognized as being transferred to the liquid smoke.

上記安全無害の科学的根拠は、NPO日本地質汚染審査機構の不溶化審査委員会及び株式会社医療地質研究所の関係者の多岐に亘る検証実験の結果報告に基づくものである。一方洗浄処理により溶出化された汚染水は凝集処理を施し、固液分離による回収を図る。
本発明に係る処理剤は、10種に上る科学的・学術的に厳しい立証検証の下、優れた能力を示す結果が確認された。
本発明の実施によって、枯渇化が進む処理場新設に向け、地域住民に対する説明責任を果たせる除染不溶化剤を処理剤として提供できたものである。
The scientific basis of safety and harmlessness is based on the results of verification tests conducted by a wide range of people involved in the insolubilization review committee of the NPO Japan Geological Contamination Examination Organization and the Medical Geological Research Institute, Inc. On the other hand, the contaminated water eluted by the washing treatment is subjected to an agglomeration treatment and recovered by solid-liquid separation.
The treatment agent according to the present invention was confirmed to exhibit excellent ability under 10 kinds of scientific and academically strict verification verification.
By implementing the present invention, a decontamination / insolubilizing agent capable of fulfilling accountability to local residents can be provided as a treatment agent for the establishment of a new treatment plant that is becoming increasingly depleted.

Claims (7)

硫酸と、過塩素酸ナトリウムと、重金属類の凝集剤と、表面処理剤とを含む焼却灰の処理剤。 A treatment agent for incinerated ash containing sulfuric acid, sodium perchlorate, a heavy metal flocculant, and a surface treatment agent. 前記焼却灰の処理剤全体を100重量%とし、水と共に、前記硫酸を10〜20重量%、前記過塩素酸ナトリウムを30〜40重量%、前記凝集剤としてポリ硫酸第二鉄を10〜25重量%、前記表面処理剤として硝酸第二鉄又は硝酸ナトリウムを15〜35重量%含むものである請求項1記載の焼却灰の処理剤。 The entire treatment agent for incineration ash is 100% by weight, together with water, 10-20% by weight of the sulfuric acid, 30-40% by weight of the sodium perchlorate, and 10-25 of polyferric sulfate as the flocculant. The treating agent for incinerated ash according to claim 1, comprising 15 to 35% by weight of ferric nitrate or sodium nitrate as the surface treating agent. 前記焼却灰の処理剤全体を100重量%とし、水と共に、前記硫酸を10〜20重量%、前記過塩素酸ナトリウムを30〜40重量%、前記凝集剤として硝酸第二鉄又は過塩素酸ナトリウムを20〜35重量%、前記表面処理剤として硝酸第二鉄又は硝酸ナトリウムを15〜35重量%含むものである請求項1記載の焼却灰の処理剤。 100% by weight of the entire treatment agent for incineration ash, together with water, 10-20% by weight of sulfuric acid, 30-40% by weight of sodium perchlorate, ferric nitrate or sodium perchlorate as the flocculant The processing agent for incineration ash according to claim 1, wherein the surface treatment agent contains 15 to 35% by weight of ferric nitrate or sodium nitrate. 水と、前記硫酸と、前記過塩素酸ナトリウムと、前記凝集剤としてポリ硫酸第二鉄と、前記表面処理剤として硝酸第二鉄を含む請求項1記載の焼却灰の処理剤。 The incinerator ash treatment agent according to claim 1, comprising water, sulfuric acid, sodium perchlorate, polyferric sulfate as the flocculant, and ferric nitrate as the surface treatment agent. 焼却灰から棄雑物を除去するステップ1と、棄雑物除去後の前記焼却灰と、請求項1乃至4の何れかに記載の焼却灰の処理剤とを洗浄水中へ投入して攪拌し前記焼却灰が保持する汚染物質の吸着固定態基を洗浄水に易溶な水溶態又は交換態に移行させ前記洗浄水中に汚染物質を溶出させることにて前記焼却灰を除染するステップ2と、前記溶出にて汚染水となった前記洗浄水へ高分子凝集剤を投与し汚染物質を凝集ブロックとして分離回収することにて前記汚染水を清澄化するステップ3と、除染後の前記焼却灰即ち除染灰を自然脱水又は強制脱水させるステップ4を遂行する、請求項1乃至4の何れかに記載の焼却灰の処理剤を用いた焼却灰の処理方法。 Step 1 for removing debris from incineration ash, the incineration ash after removal of debris, and the treatment agent for incineration ash according to any one of claims 1 to 4 are added to washing water and stirred. Step 2 of decontaminating the incinerated ash by transferring the adsorbed and immobilized group of the pollutant held by the incinerated ash to a water-soluble or exchanged state easily dissolved in washing water and eluting the pollutant in the washing water; , Step 3 of clarifying the contaminated water by administering a polymer flocculant to the washing water which has become contaminated water by the elution and separating and recovering the pollutant as an aggregate block, and the incineration after decontamination The processing method of incineration ash using the processing agent of incineration ash in any one of Claim 1 thru | or 4 which performs step 4 which carries out natural dehydration or forced dehydration of ash, ie, decontamination ash. 前記ステップ1において、
前記焼却灰を篩機にかけることにて前記焼却灰中の棄雑物を除去し、
前記ステップ2において、
前記洗浄水を水とし、前記焼却灰を、当該水へ当該水と同重量投入して泥漿化状態の泥漿化水にするステップ21と、
前記泥漿化水100重量%に対し3〜5重量%の前記処理剤を前記泥漿化水へ投入するステップ22と、
処理剤投入後の前記泥漿化水を強酸性となるように調整し撹拌機で所定時間攪拌することにて前記焼却灰中の前記汚染物質を前記泥漿化水へ溶出させ所定時間静止させて沈殿させるステップ23を遂行するものであり、
前記ステップ3において、
前記沈殿にて分離した上澄み液である汚染水100重量%に対し、ポリ硫酸第二鉄0.02〜0.03重量%を投入するステップ31と、
前記沈殿にて分離した上澄み液であるステップ31遂行前の前記汚染水100重量%に対し、pHをほぼ中性に調整した液体である前記高分子凝集剤0.04〜0.06重量%を投入し撹拌機にて所定時間攪拌し凝集した前記凝集ブロックを分離回収することにて前記汚染水を清澄化するステップ32を遂行するものであり、
前記ステップ4において、
前記沈殿物である前記除染灰を前記自然脱水又は強制脱水させるものである請求項5に記載の焼却灰の処理方法。
In step 1,
The waste in the incineration ash is removed by passing the incineration ash through a sieve,
In step 2,
The washing water is water, and the incinerated ash is added to the water in the same weight as the water to make the mud water in a mud state;
A step 22 of charging 3 to 5% by weight of the treatment agent with respect to 100% by weight of the slurryed water;
After the treatment agent has been added, the slurryed water is adjusted to be strongly acidic and stirred with a stirrer for a predetermined time, so that the contaminants in the incinerated ash are eluted into the slurryed water and allowed to stand for a predetermined time to settle. Step 23 is performed,
In step 3 above,
Step 31 in which 0.02 to 0.03% by weight of ferric polysulfate is added to 100% by weight of contaminated water which is the supernatant liquid separated by the precipitation;
0.04 to 0.06% by weight of the polymer flocculant, which is a liquid whose pH is adjusted to be almost neutral, with respect to 100% by weight of the contaminated water before the execution of step 31 which is the supernatant separated by the precipitation. The step 32 of clarifying the contaminated water is performed by separating and collecting the aggregated block that has been added and stirred for a predetermined time with an agitator.
In step 4 above,
The method for treating incinerated ash according to claim 5, wherein the decontamination ash as the precipitate is subjected to the natural dehydration or forced dehydration.
前記ステップ4において、脱水機にて機械脱水を行うことにより前記除染灰を強制脱水するものであり、
前記ステップ32により前記凝集ブロックを取り除いて清澄化した前記汚染水と、前記ステップ4の脱水にて除染灰から分離した水分の夫々を、ステップ2の洗浄水として再利用する請求項6記載の焼却灰の処理方法。
In the step 4, the decontamination ash is forcibly dehydrated by performing mechanical dehydration with a dehydrator,
The said contaminated water which removed the said aggregation block by the said step 32, and each of the water | moisture content isolate | separated from the decontamination ash by the spin-drying | dehydration of the said step 4 are reused as a wash water of step 2. Incineration ash treatment method.
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