JP2006281080A - Processing method of contaminated soil - Google Patents

Processing method of contaminated soil Download PDF

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JP2006281080A
JP2006281080A JP2005103873A JP2005103873A JP2006281080A JP 2006281080 A JP2006281080 A JP 2006281080A JP 2005103873 A JP2005103873 A JP 2005103873A JP 2005103873 A JP2005103873 A JP 2005103873A JP 2006281080 A JP2006281080 A JP 2006281080A
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soil
contaminated soil
contaminated
treated
water
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Ichiji Araki
一司 荒木
Yuji Tamada
裕二 玉田
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Sumitomo Osaka Cement Co Ltd
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Sumitomo Osaka Cement Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a processing method of contaminated soil which is capable of preventing the diffusion of contaminate soil without disposing the washed treated soil as industrial wastes and with good processability upon preventing the diffusion of contaminate soil by cleaning the contaminated soil. <P>SOLUTION: The processing method of the contaminated soil comprises washing the contaminated soil contaminated by a contaminant with water to form the treated soil 20 or mixing a contaminant insolubilizing agent added to water and the contaminated soil to form the treated soil 20, then storing the treated soil 20 by dividing it into a plurality of water permeable bags 10, dehydrating the water content in the treated soil 20 by causing it to penetrate the outside of the bag 10, and a plurality of bags 10 storing the treated soil 20 dehydrated as described above are back-filled. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、汚染物質によって汚染された汚染土壌を掘削し、該汚染土壌を処理した処理土を埋め戻して、汚染物質の拡散を防止する汚染土壌の処理方法に関する。   The present invention relates to a contaminated soil treatment method for excavating contaminated soil contaminated with a contaminant and backfilling the treated soil treated with the contaminated soil to prevent the diffusion of the contaminant.

近年、工場等からの廃棄物により重金属やダイオキシン、有機塩素系溶剤等の化学物質による土壌や地下水の汚染が深刻化している。このような汚染物質によって汚染された汚染土壌を浄化する方法として、一般に掘削した汚染土壌から汚染物質を除去する方法が採用されている。この方法によれば、汚染土壌を掘削し、掘削した汚染土壌を浄化プラントへ搬送し、浄化プラントで洗浄することにより汚染土壌から汚染物質を除去することができる。   In recent years, waste from factories and the like has caused serious contamination of soil and groundwater by chemical substances such as heavy metals, dioxins, and organic chlorinated solvents. As a method for purifying the contaminated soil contaminated with such a contaminant, a method for removing the contaminant from the excavated contaminated soil is generally employed. According to this method, the contaminated soil can be removed from the contaminated soil by excavating the contaminated soil, transporting the excavated contaminated soil to the purification plant, and cleaning the contaminated soil.

しかし、浄化プラントで洗浄された処理土は洗浄により多くの水分を含むため、そのままでは埋め戻すことができないという問題がある。このように大量の水分を含んだ処理土は、埋め戻しができないのであれば産業廃棄物として処分しなければならず、多大な処理コストがかかるという問題も生じる。   However, there is a problem that the treated soil washed in the purification plant contains a large amount of water by washing and cannot be refilled as it is. In this way, if the treated soil containing a large amount of moisture cannot be backfilled, it must be disposed of as industrial waste, resulting in a problem that a great amount of processing costs are required.

これに対し、従来、汚染土に不溶化剤を添加して不溶化させる方法、あるいは固化材と混合させて固化させる方法が提案されている。不溶化剤を添加する方法の場合、汚染土に不溶化剤を均一に混合するためには、不溶化剤を多量の水に分散させてから混合する必要がある。従って、処理土は多量の水分を含むものとなり、埋め戻しができない場合は、産業廃棄物として処分されることとなるので、多大な処理コストがかかることとなる。また、固化材と混合させて固化する場合、上記方法と比較して、汚染物質の拡散防止の効果が不十分な場合がある。そこで、十分な汚染物質の拡散の効果を得るためには、固化材の添加量を多くしなければならず、処理土の強度が過剰に大きくなるので、再利用しにくいものとなることがある。   On the other hand, conventionally, a method of adding an insolubilizing agent to contaminated soil to insolubilize, or a method of solidifying by mixing with a solidifying material has been proposed. In the case of the method of adding the insolubilizing agent, in order to uniformly mix the insolubilizing agent with the contaminated soil, it is necessary to disperse the insolubilizing agent in a large amount of water and then mix them. Accordingly, the treated soil contains a large amount of moisture, and when it cannot be backfilled, it is disposed as industrial waste, and thus a large treatment cost is required. Further, when solidifying by mixing with a solidifying material, the effect of preventing the diffusion of contaminants may be insufficient as compared with the above method. Therefore, in order to obtain a sufficient diffusion effect of pollutants, it is necessary to increase the addition amount of the solidifying material, and the strength of the treated soil becomes excessively large, which may be difficult to reuse. .

本発明は、上記問題を鑑みてなされたもので、汚染土壌を浄化して汚染物質の拡散を防止するに際し、洗浄した処理土が産業廃棄物として処分されることなく、また、作業性よく汚染物質の拡散を防止できる汚染土壌の処理方法を提供することを課題とする。   The present invention has been made in view of the above problems, and in purifying contaminated soil to prevent the diffusion of pollutants, the cleaned treated soil is not disposed of as industrial waste and is contaminated with good workability. It aims at providing the processing method of the contaminated soil which can prevent the spreading | diffusion of a substance.

そこで、本発明に係る汚染土壌の処理方法は、汚染物質によって汚染された汚染土壌を水で洗浄して処理土とし、又は水に添加された汚染物質不溶化剤と前記汚染土壌とを混合して処理土とし、次いで、前記処理土を複数の透水性の袋体に分割して収容し、前記処理土中の水分を前記袋体の外に透過させて脱水し、前記脱水された処理土を収容した複数の袋体を埋め戻しに用いることを特徴とする。   Therefore, in the method for treating contaminated soil according to the present invention, the contaminated soil contaminated with the contaminant is washed with water to obtain treated soil, or the contaminant insolubilizer added to the water is mixed with the contaminated soil. Next, the treated soil is divided into a plurality of water-permeable bags and accommodated, and moisture in the treated soil is allowed to permeate out of the bags and dehydrated. A plurality of stored bags are used for backfilling.

上記汚染土壌の処理方法によれば、処理土を複数の透水性の袋体に分割して収容し、脱水して袋のまま埋め戻しに用いることができるので、汚染土壌を浄化して汚染物質の拡散を防止するに際し、処理土が産業廃棄物として処分されることなく、また、作業性よく汚染物質の拡散を防止することができる。また、複数の袋体を埋め戻すことにより、下方の袋体から順次押し固められ、安定した地盤を形成することができる。   According to the method for treating contaminated soil, the treated soil can be divided into a plurality of water permeable bags, accommodated, dehydrated, and used for backfilling as it is. In preventing the diffusion of the pollutant, it is possible to prevent the diffusion of the pollutant with good workability without disposing of the treated soil as industrial waste. Moreover, by refilling the plurality of bags, the bags can be sequentially pressed from the lower bags and a stable ground can be formed.

また、本発明に係る汚染土壌の処理方法は、汚染物質によって汚染された汚染土壌を掘削して掘削部を形成し、前記汚染土壌の一部を水で洗浄して処理土とし、前記処理土を複数の透水性の袋体に分割して収容し、前記処理土中の水分を前記袋体の外に透過させて脱水し、前記脱水された処理土を収容した複数の袋体を前記掘削部の側面及び底面に沿って敷設した後、前記敷設した袋体の内側に前記汚染土壌を埋め戻すことを特徴とする。   Further, in the method for treating contaminated soil according to the present invention, the contaminated soil contaminated with the contaminant is excavated to form an excavated portion, and a part of the contaminated soil is washed with water to obtain treated soil, Is divided into a plurality of water-permeable bags, dehydrated by allowing moisture in the treated soil to permeate out of the bags, and excavating the plurality of bags containing the dehydrated treated soil. After laying along the side surface and bottom surface of the part, the contaminated soil is backfilled inside the laid bag body.

上記汚染土壌の処理方法によれば、汚染土壌を掘削して掘削部を形成し、前記汚染土壌の一部を洗浄して処理土とし、前記処理土を複数の透水性の袋体に分割して収容して脱水し、前記脱水された処理土を収容した複数の袋体を前記掘削部の側面及び底面に沿って敷設して止水壁を設けたので、掘削した汚染土壌のすべてを洗浄しなくても、その一部だけを洗浄すればよく、また、袋体に収容された処理土を固化させて止水壁として利用することができ、汚染物質の拡散を防止することができる。   According to the method for treating contaminated soil, the contaminated soil is excavated to form an excavated portion, a part of the contaminated soil is washed into treated soil, and the treated soil is divided into a plurality of water-permeable bags. Since the plurality of bags containing the dehydrated treated soil are laid along the side and bottom surfaces of the excavation part and provided with water blocking walls, all the excavated contaminated soil is washed. Even if it does not, it is sufficient to wash only a part thereof, and it is possible to solidify the treated soil contained in the bag body and use it as a water blocking wall, thereby preventing the diffusion of contaminants.

本発明に係る汚染土壌の処理方法は、掘削した汚染土壌を洗浄し、又は、水に添加した汚染物質不溶化剤と混合して処理土とした後、該処理土を複数の透水性の袋体に分割して収容し、前記処理土中の水分を前記袋体の外に透過させて脱水し、前記脱水された処理土を収容した複数の袋体を埋め戻しに用いるようにしたので、処理土が産業廃棄物として処分されることなく、作業性よく汚染物質の拡散を防止することができる。   In the method for treating contaminated soil according to the present invention, the excavated contaminated soil is washed or mixed with a pollutant insolubilizing agent added to water to obtain treated soil, and then the treated soil is treated with a plurality of water-permeable bags. Since the plurality of bags containing the dehydrated treated soil are used for backfilling, the moisture contained in the treated soil is permeated to the outside of the bag and dehydrated. The soil can be prevented from being diffused with good workability without being disposed of as industrial waste.

以下、本発明の一実施形態について図面を参酌しつつ説明する。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

<第一実施形態>
本発明の第一実施形態に係る汚染土壌の処理方法は、汚染物質を含む汚染土壌をプラントで処理する工程と、該処理した処理土を再生可能なように脱水して埋め戻す工程とを有する。
<First embodiment>
The processing method of the contaminated soil which concerns on 1st embodiment of this invention has the process of processing the contaminated soil containing a pollutant in a plant, and the process of spin-dry | dehydrating and refilling this processed treated soil so that it can be recycled. .

まず、汚染土壌を処理する工程について図1を参照して説明する。   First, the process of processing contaminated soil will be described with reference to FIG.

本実施形態に係る汚染土壌の処理方法を構成する汚染土壌の処理工程においては、まず、土壌洗浄工程、又は不溶化剤添加工程を行う。土壌洗浄工程では、汚染物質を含む汚染土壌を掘削し、掘削した汚染土壌を洗浄プラントの混合攪拌機に搬送する。そして、混合攪拌機に汚染土壌と洗浄水とを添加して十分に混合撹拌し、洗浄を行う(工程1a)。洗浄水としては、洗浄させる汚染物質に応じて、純水、酸性の液体又はアルカリ性の液体を使用することができる。酸性の液体としては、例えば、塩酸、硫酸、ホウ酸、シュウ酸及び炭酸水などを1種又は2種以上含んだ液体を使用することができ、アルカリ性の液体としては、例えば、水酸化ナトリウム溶液、炭酸ナトリウム溶液、又は炭酸水素ナトリウム溶液などを1種又は2種以上含んだ液体を使用することができる。   In the contaminated soil treatment process of the contaminated soil treatment method according to the present embodiment, first, a soil washing process or an insolubilizing agent addition process is performed. In the soil washing process, the contaminated soil containing the pollutant is excavated, and the excavated contaminated soil is conveyed to the mixing agitator of the washing plant. Then, contaminated soil and washing water are added to the mixing stirrer, and the mixture is sufficiently mixed and stirred to perform washing (step 1a). As the washing water, pure water, acidic liquid or alkaline liquid can be used depending on the contaminant to be washed. As the acidic liquid, for example, a liquid containing one or more kinds of hydrochloric acid, sulfuric acid, boric acid, oxalic acid, carbonated water and the like can be used. As the alkaline liquid, for example, a sodium hydroxide solution A liquid containing one or more of sodium carbonate solution or sodium hydrogen carbonate solution can be used.

不溶化剤添加工程では、処理土中の汚染物質の溶解性、移動性、毒性等の性質を低減させるために、汚染物質不溶化剤と水とを加えて混合撹拌する(工程1b)。汚染物質不溶化剤としては、不溶化させる汚染物質に応じて、硫化ナトリウム、硫酸第一鉄、次亜塩素酸ソーダ、キレート剤又は石灰などを使用することができる。なお、工程1aと工程1bの両方を行うこともできる。この場合は、工程1a、工程1bの順で行えばよい。   In the insolubilizing agent addition step, the pollutant insolubilizing agent and water are added and mixed and stirred in order to reduce properties such as solubility, mobility and toxicity of the pollutant in the treated soil (step 1b). As the pollutant insolubilizing agent, sodium sulfide, ferrous sulfate, sodium hypochlorite, chelating agent or lime can be used depending on the pollutant to be insolubilized. In addition, both the process 1a and the process 1b can also be performed. In this case, what is necessary is just to perform in order of the process 1a and the process 1b.

次に、凝集剤を添加して撹拌混合し、洗浄水中の処理土を凝集させて、沈降分離させる(工程2)。凝集剤としては、硫酸アルミニウム、PAC(ポリ塩化アルミニウム)又は塩化第二鉄などを使用することができる。   Next, a flocculant is added and stirred and mixed, and the treated soil in the washing water is agglomerated and separated by settling (step 2). As the flocculant, aluminum sulfate, PAC (polyaluminum chloride), ferric chloride, or the like can be used.

そして、処理土を沈降分離させた後の上澄み液を除去する(工程3)。なお、工程3において、残留している水分が多い場合は、高分子吸収剤や半水石膏等を添加混合して、水分を除去するようにしても構わない。   Then, the supernatant liquid after the treated soil is settled and separated is removed (step 3). In Step 3, when there is a large amount of residual water, a polymer absorbent or hemihydrate gypsum may be added and mixed to remove the water.

次に、上述した処理工程により処理された処理土を再生可能なように脱水して埋め戻す工程について、図2を参照して説明する。   Next, the process of dehydrating and refilling the treated soil treated by the above-described treatment process so as to be recyclable will be described with reference to FIG.

本実施形態に係る汚染土壌の処理方法を構成する埋め戻し工程においては、まず、図2(a)に示すように、処理土20を複数の透水性の袋体10に分割して収容する。透水性を有する袋体10としては、例えば、ポリプロピレン、ポリエステルなどの合成繊維からなる土嚢袋、麻袋などを使用することができる。   In the backfilling step constituting the contaminated soil treatment method according to the present embodiment, first, the treated soil 20 is divided into a plurality of water-permeable bags 10 and accommodated as shown in FIG. As the bag body 10 having water permeability, for example, a sandbag bag or a hemp bag made of synthetic fibers such as polypropylene and polyester can be used.

続いて、図2(b)に示すように、処理土を収容した袋体10を加圧し、袋体10を圧縮させて袋体10の透過孔から水分を排出させる。詳しくは、例えば、機械的に加圧して脱水してもよく、あるいは、袋体10を順次積み重ねて、袋体10の自重により加圧させて脱水するようにしてもよい。   Subsequently, as shown in FIG. 2B, the bag body 10 containing the treated soil is pressurized, the bag body 10 is compressed, and moisture is discharged from the permeation holes of the bag body 10. Specifically, for example, the pressure may be mechanically pressurized and dehydrated, or the bag bodies 10 may be sequentially stacked and dehydrated by being pressurized by the weight of the bag body 10.

袋体10を圧縮させたときの処理土の含水比は150%以下であることが好ましい。処理土の含水比が150%を超えると、水分を多く含むために処理土が廃棄物扱いとして処分されることとなり、埋め戻しに用いることができない。   The moisture content of the treated soil when the bag body 10 is compressed is preferably 150% or less. If the water content of the treated soil exceeds 150%, the treated soil is disposed as waste because it contains a lot of moisture, and cannot be used for backfilling.

そして、上記方法により、再生可能なように処理された処理土20を収容する複数の袋体10は、図2(c)に示すように、汚染土壌を掘削した掘削部30に積み上げて埋め戻す。なお、必要に応じて、袋体10の隙間に処理土20を直接充填し、袋体10を積み上げた空隙を埋めるようにしてもよい。また、掘削部30に袋体10を積み上げた後、上面に盛土または舗装を行って、表面を処理するようにしてもよい。   And the several bag 10 which accommodates the processing soil 20 processed so that it can regenerate | regenerate by the said method is piled up in the excavation part 30 which excavated contaminated soil, and is refilled as shown in FIG.2 (c). . In addition, as needed, you may make it fill the space | gap which piled up the bag body 10 directly by filling the clearance gap between the bag bodies 10 with the processing soil 20. Moreover, after stacking the bag body 10 in the excavation part 30, the surface may be processed by embedding or paving the upper surface.

このように、本実施形態に係る汚染土壌の処理方法は、掘削した汚染土壌を水で洗浄し、又は水に添加した汚染物質不溶化剤を混合して処理土とし、該処理土を複数の透水性の袋体に分割して収容し、前記処理土中の水分を前記袋体の外に透過させて脱水し、脱水された処理土を収容した複数の袋体を埋め戻しに用いるようにした。従って、処理土の余分な水分を除去することができ、処理土が産業廃棄物として処分されることなく、作業性よく汚染物質の拡散を防止することができる。また、複数の袋体を積み上げることにより、下方の袋体から順次押し固められ、安定した地盤を形成することができ、汚染土壌の再生を効率よく図ることができる。
尚、上述した処理土は、汚染土壌を掘削した場所に再び埋め戻すようにしたが、それに限るものではなく、掘削した場所以外で埋め戻しに用いるようにしてもよい。
As described above, in the method for treating contaminated soil according to the present embodiment, the excavated contaminated soil is washed with water or mixed with a pollutant insolubilizer added to water to form treated soil, and the treated soil is a plurality of water permeable materials. A plurality of bags containing the dehydrated treated soil are used for backfilling. . Therefore, excess water in the treated soil can be removed, and the treated soil can be prevented from being diffused as industrial waste, and the diffusion of contaminants can be prevented with good workability. In addition, by stacking a plurality of bags, the bags can be sequentially pressed from the lower bags to form a stable ground, and the contaminated soil can be efficiently regenerated.
The treated soil described above is backfilled again at the place where the contaminated soil is excavated, but the present invention is not limited to this, and may be used for backfilling at places other than the excavated place.

<第二実施形態>
次に、本発明の第二実施形態に係る汚染土壌の処理方法について図3を参照して説明する。
<Second embodiment>
Next, a method for treating contaminated soil according to the second embodiment of the present invention will be described with reference to FIG.

図3は、本発明の第二実施形態に係る汚染土壌の処理方法を説明するための図である。   FIG. 3 is a diagram for explaining a contaminated soil treatment method according to the second embodiment of the present invention.

本実施形態に係る汚染土壌の処理方法においては、まず、汚染物質によって汚染された汚染土壌40を掘削して掘削部30を形成する。次に、掘削した汚染土壌40のうち、掘削部30の側面及び底面に沿って敷設する分の汚染土壌40の洗浄を行う。そして、洗浄された処理土を複数の透水性の袋体50に分割して収容し、処理土中の水分を袋体50の外に透過させて脱水する。そして、処理土を収容した袋体50を掘削部30の側面及び底面に沿って隙間なく敷設する。続いて、敷設された袋体50の内側に汚染土壌40を埋め戻す。なお、処理土を脱水した後、袋体50に固化材を添加してもよい。   In the contaminated soil treatment method according to the present embodiment, first, the excavated portion 30 is formed by excavating the contaminated soil 40 contaminated with the contaminant. Next, in the excavated contaminated soil 40, the contaminated soil 40 is washed as much as laid along the side surface and the bottom surface of the excavated part 30. The cleaned treated soil is divided and accommodated in a plurality of water-permeable bag bodies 50, and water in the treated soil is permeated out of the bag body 50 to be dehydrated. And the bag body 50 which accommodated the treated soil is laid along the side surface and bottom surface of the excavation part 30 without a gap. Subsequently, the contaminated soil 40 is backfilled inside the laid bag body 50. In addition, after dehydrating the treated soil, a solidifying material may be added to the bag body 50.

上記汚染土壌の処理方法において、汚染土壌を掘削して洗浄する工程については、上述した第一実施形態で説明した同様の方法を採用することができるので、ここでは説明を省略する。
また、処理土を脱水する工程についても、上述した第一実施形態で説明した方法を採用することができるので、ここでは説明を省略する。
In the method for treating contaminated soil, the same method described in the first embodiment described above can be adopted for the step of excavating and cleaning the contaminated soil, and thus the description thereof is omitted here.
Moreover, since the method demonstrated by 1st embodiment mentioned above can also be employ | adopted also about the process of spin-dry | dehydrating process soil, description is abbreviate | omitted here.

また、固化材を添加する場合は、固化材として、ポルトランドセメント、高炉セメント、早強セメント等のセメント類、水砕スラグ等のスラグ類、二水石膏、半水石膏及び無水石膏等の石膏類、生石灰や消石灰等の石灰類等を使用することができる。
固化材の添加量は、処理土を100重量部に対して、5〜50重量部とすることが好ましい。
When solidifying material is added, cements such as Portland cement, blast furnace cement and early strong cement, slags such as granulated slag, gypsum such as dihydrated gypsum, hemihydrate gypsum and anhydrous gypsum Further, limes such as quick lime and slaked lime can be used.
The addition amount of the solidifying material is preferably 5 to 50 parts by weight with respect to 100 parts by weight of the treated soil.

次に、袋体を掘削部に敷設する工程においては、処理土を収容した袋体50を、掘削部30の側面及び底面に沿って隙間なく設置することにより、袋体50内の処理土が固化し、止水壁が形成される。   Next, in the step of laying the bag body on the excavation part, the bag 50 containing the treatment soil is installed without gaps along the side surface and the bottom surface of the excavation part 30, so that the treatment soil in the bag body 50 is removed. It solidifies and a water barrier is formed.

このように、本実施形態に係る汚染土壌の処理方法は、汚染土壌を掘削して掘削部を形成し、前記汚染土壌の一部を洗浄して処理土とし、前記処理土を複数の透水性の袋体に分割して収容して脱水し、前記脱水された処理土を収容した複数の袋体を前記掘削部の側面及び底面に沿って敷設して止水壁を設けたので、汚染土壌の全てを洗浄する必要がなく、洗浄する手間や費用を削減することができる。また、汚染土壌を埋め戻しても前記止水壁によって汚染物質の拡散を防止することができる。   As described above, in the contaminated soil treatment method according to the present embodiment, the contaminated soil is excavated to form an excavated portion, a part of the contaminated soil is washed to become treated soil, and the treated soil is a plurality of water permeable materials. Since the plurality of bags containing the dehydrated treated soil were laid along the side and bottom surfaces of the excavation part and provided with water blocking walls, contaminated soil It is not necessary to clean all of the above, and the labor and cost of cleaning can be reduced. Moreover, even if the contaminated soil is backfilled, it is possible to prevent the diffusion of contaminants by the water blocking wall.

なお、前記止水壁は、前記袋体により形成する以外にも、袋体と鋼矢板とを重ね合わせて形成するようにしても構わない。具体的には、掘削部の側面に沿って鋼矢板を設け、該鋼矢板の側面及び掘削部の底面に沿って前記袋体を敷設し、該敷設した袋体の内側に汚染土壌を埋め戻すようにしてもよい。これにより、袋体に鋼矢板を隣接させて設けているので、処理土が鋼矢板に拘束されて、処理土の位置ずれによる隙間の発生を防止することができる。また、仮に袋体間に隙間が生じ、そこから汚染物質が外部に拡散しても、前記袋体の外面を覆っている鋼矢板により汚染物質の拡散を防止することができる。   The water blocking wall may be formed by stacking a bag body and a steel sheet pile other than the bag body. Specifically, a steel sheet pile is provided along the side surface of the excavation part, the bag body is laid along the side surface of the steel sheet pile and the bottom surface of the excavation part, and the contaminated soil is backfilled inside the laid bag body. You may do it. Thereby, since the steel sheet pile is provided adjacent to the bag body, the treated soil is restrained by the steel sheet pile, and the generation of a gap due to the displacement of the treated soil can be prevented. Further, even if a gap is generated between the bag bodies and the contaminants diffuse to the outside, diffusion of the contaminants can be prevented by the steel sheet pile covering the outer surface of the bag body.

また、上記止水壁の設置方法は、上記以外にも、掘削部の側面に沿って袋体を敷設し、該敷設した袋体の内側に沿って鋼矢板を設けた後、掘削部の底面に沿って袋体を敷設するようにしてもよい。これにより、上述した止水壁の設置方法と同様の効果を得ることができる。   In addition to the above method, the water blocking wall may be installed in a manner that a bag body is laid along the side surface of the excavation part, a steel sheet pile is provided along the inside of the laid bag body, and then the bottom surface of the excavation part You may make it lay a bag body along. Thereby, the same effect as the installation method of the water stop wall mentioned above can be acquired.

さらに、止水壁の設置方法は、上記以外にも、掘削部の側面に沿って鋼矢板を設け、該鋼矢板の側面に沿って袋体を敷設し、該敷設した袋体の内側に沿って鋼矢板を設けた後、掘削部の底面に沿って袋体を敷設するようにしてもよい。これにより、止水壁は、対向する鋼矢板の間に袋体が挟み込まれた三層構造を形成するので、より確実に汚染物質の拡散を防止することができる。   Furthermore, in addition to the above, the method of installing the water blocking wall is provided with a steel sheet pile along the side surface of the excavation part, laying a bag body along the side surface of the steel sheet pile, and along the inside of the laid bag body. After providing the steel sheet pile, the bag body may be laid along the bottom surface of the excavation part. Thereby, the water blocking wall forms a three-layer structure in which the bag body is sandwiched between the steel sheet piles facing each other, so that the diffusion of contaminants can be prevented more reliably.

本発明の第一実施形態に係る処理土の埋め戻し方法を構成する汚染土壌の洗浄工程を説明するためにブロック図を示す。A block diagram is shown in order to explain the washing process of the contaminated soil which constitutes the backfilling method of the treated soil concerning a first embodiment of the present invention. 同実施形態に係る処理土の埋め戻し方法を構成する処理土の再生方法を説明するための図を示す。The figure for demonstrating the regeneration method of the processing soil which comprises the backfilling method of the processing soil which concerns on the embodiment is shown. 本発明の第二実施形態に係る汚染土壌の処理方法について説明するための図を示す。The figure for demonstrating the processing method of the contaminated soil which concerns on 2nd embodiment of this invention is shown.

符号の説明Explanation of symbols

10,50…袋体
20…処理土
30…掘削部
40…汚染土壌
DESCRIPTION OF SYMBOLS 10,50 ... Bag body 20 ... Treated soil 30 ... Excavation part 40 ... Contaminated soil

Claims (2)

汚染物質によって汚染された汚染土壌を水で洗浄して処理土とし、又は水に添加された汚染物質不溶化剤と前記汚染土壌とを混合して処理土とし、次いで、前記処理土を複数の透水性の袋体に分割して収容し、前記処理土中の水分を前記袋体の外に透過させて脱水し、前記脱水された処理土を収容した複数の袋体を埋め戻しに用いることを特徴とする汚染土壌の処理方法。   The contaminated soil contaminated with the pollutant is washed with water to form treated soil, or the contaminated soil insolubilizer added to water and the contaminated soil are mixed to form treated soil, and then the treated soil is treated with a plurality of water permeable materials. A plurality of bags containing the dehydrated treated soil are used for backfilling. A method for treating contaminated soil. 汚染物質によって汚染された汚染土壌を掘削して掘削部を形成し、前記汚染土壌の一部を水で洗浄して処理土とし、前記処理土を複数の透水性の袋体に分割して収容し、前記処理土中の水分を前記袋体の外に透過させて脱水し、前記脱水された処理土を収容した複数の袋体を前記掘削部の側面及び底面に沿って敷設した後、前記敷設した袋体の内側に前記汚染土壌を埋め戻すことを特徴とする汚染土壌の処理方法。   Excavating contaminated soil contaminated with pollutants to form excavated parts, washing a part of the contaminated soil with water to form treated soil, and dividing the treated soil into a plurality of water-permeable bags And dehydrating by allowing moisture in the treated soil to permeate outside the bag body, laying a plurality of bags containing the dehydrated treated soil along the side surface and the bottom surface of the excavation part, A method for treating contaminated soil, wherein the contaminated soil is backfilled inside a laid bag.
JP2005103873A 2005-03-31 2005-03-31 Processing method of contaminated soil Pending JP2006281080A (en)

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JP2011183380A (en) * 2010-02-10 2011-09-22 Astec Tokyo:Kk Washing method for contaminated soil
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JPH1177096A (en) * 1997-09-10 1999-03-23 Ohbayashi Corp Treatment of mud
JP2001123427A (en) * 1999-10-25 2001-05-08 Unitika Ltd Bag body for civil engineering
JP2002066524A (en) * 2000-09-01 2002-03-05 Fudo Constr Co Ltd Sealing method for contaminated soil
JP2003334533A (en) * 2002-05-15 2003-11-25 Etl:Kk Method and apparatus for soil washing, and water suction-air supply apparatus

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011183380A (en) * 2010-02-10 2011-09-22 Astec Tokyo:Kk Washing method for contaminated soil
WO2014192366A1 (en) * 2013-05-31 2014-12-04 吉野石膏株式会社 Debris processing composition and debris processing method
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JP2015229135A (en) * 2014-06-04 2015-12-21 鹿島建設株式会社 System and method for insolubilization treatment of coagulated sludge
JP2016052617A (en) * 2014-09-03 2016-04-14 西松建設株式会社 Extraction method of harmful heavy metal in earth

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