JP2013043134A - In-situ insoluble treatment method for soil contaminated by heavy metal - Google Patents

In-situ insoluble treatment method for soil contaminated by heavy metal Download PDF

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JP2013043134A
JP2013043134A JP2011183322A JP2011183322A JP2013043134A JP 2013043134 A JP2013043134 A JP 2013043134A JP 2011183322 A JP2011183322 A JP 2011183322A JP 2011183322 A JP2011183322 A JP 2011183322A JP 2013043134 A JP2013043134 A JP 2013043134A
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ground
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treatment material
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Chie Yanagi
千絵 柳
Mitsuru Tsuchida
充 土田
Kota Nagano
公太 永野
Ryota Jo
良太 城
Shigetake Ii
重剛 井伊
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Shimizu Construction Co Ltd
Raito Kogyo Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Raito Kogyo Co Ltd
Shimizu Corp
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Abstract

PROBLEM TO BE SOLVED: To provide an effective and appropriate method capable of efficiently performing the insoluble treatment of soil contaminated by a heavy metal.SOLUTION: The method is provided for performing insoluble treatment in situs of contaminated soil 1 contaminated by the heavy metal. A gel-like treatment material 2, formed by adding a granular polymer-based filler to an insolubilized liquid in the form of a liquid, is pressurized and injected to a treatment target area in the ground. Thereby, the insolubilized liquid in the treatment material is brought into contact with the contaminated soil 1 in the state of making the treatment material stay in the treatment target area, and contaminants are insolubilized. It is preferable to pressurize and inject the treatment material toward the treatment target area, by forming a drilling hole to reach the depth of the treatment target area by a drilling means 3 such as a boring machine or a mechanical agitation type ground improvement machine and jetting the treatment material into the ground from a nozzle 4 provided on the distal end part of the drilling means.

Description

本発明は汚染土壌の清浄化技術に関わり、特に重金属による汚染土壌を対象として原位置にて汚染物質を不溶化処理するための工法に関する。   The present invention relates to a technique for cleaning contaminated soil, and more particularly to a method for insolubilizing contaminants in situ for soil contaminated with heavy metals.

周知のように、汚染土壌に対する不溶化処理工法としては、処理対象の汚染土壌を掘削して地上にて不溶化液と混合して汚染物質を不溶化したうえで現地に埋め戻す掘削処理工法が一般的であるが、近年においてはたとえば特許文献1,2に示されるように不溶化液を汚染領域に直接注入して不溶化する原位置不溶化処理工法も一般化しつつある。   As is well known, the insolubilization treatment method for contaminated soil is generally a drilling treatment method that excavates the contaminated soil to be treated, mixes it with the insolubilizing solution on the ground, insolubilizes the contaminants, and then backfills the soil. In recent years, however, in-situ insolubilization treatment methods in which an insolubilizing solution is directly injected into a contaminated region and insolubilized as shown in Patent Documents 1 and 2, for example, are becoming common.

また、特許文献3には、油分による汚染土壌を対象とする不溶化処理方法として、汚染物質としての油分を油分吸着ゲル化材により不溶化するという方法が提案されている。   Patent Document 3 proposes a method of insolubilizing oil as a pollutant with an oil adsorbing gelling material as a method for insolubilizing soil contaminated with oil.

特開平11−207314号公報JP-A-11-207314 特開2008−279360号公報JP 2008-279360 A 特開2003−340447号公報JP 2003-340447 A

しかし、従前の掘削処理工法では不溶化処理自体よりも掘削および埋め戻しのために多大なコストを要し、特に汚染領域が地中深くに位置している場合には掘削量および埋め戻し量が膨大になるので合理的ではなく現実的ではない。   However, the conventional excavation method requires much more cost for excavation and backfilling than the insolubilization process itself, especially when the contaminated area is located deep in the ground, the amount of excavation and backfilling is enormous. It is not rational and realistic.

その点、特許文献1〜2に示されるような原位置不溶化処理工法は掘削処理工法に比べてコスト的には有利ではあるが、汚染土壌が存する地盤の状況によっては十分な効果が得られない場合もある。たとえば礫や玉石が多く存在するような地盤では注入した不溶化液が汚染領域に留まらずに周囲に速やかに拡散してしまうことがあり、その場合には多量の不溶化液が無駄になるばかりでなく不溶化処理が確実になされない懸念もある。   In that respect, the in-situ insolubilization method shown in Patent Documents 1 and 2 is advantageous in terms of cost compared to the excavation method, but sufficient effects cannot be obtained depending on the condition of the ground where contaminated soil exists. In some cases. For example, in the ground where there are a lot of gravel and cobblestone, the injected insolubilized liquid may diffuse quickly without staying in the contaminated area. In this case, not only a large amount of insolubilized liquid is wasted. There is also a concern that the insolubilization treatment cannot be reliably performed.

さらに、特許文献3に示される方法では、汚染領域の周囲に油分吸着ゲル化材を含む壁状や柱状の土層を形成するために地表部を掘削して溝を形成し、その溝に油分吸着ゲル化材を掘削土と混合して投入して埋め戻すようにしており、したがって従前の掘削処理工法と同様に掘削と埋め戻しが必要であってコスト的に不利である。   Furthermore, in the method disclosed in Patent Document 3, a ground is excavated to form a groove in order to form a wall-like or columnar soil layer containing an oil-adsorbing gelling material around the contaminated area, and the oil content is formed in the groove. Adsorbed gelling material is mixed with excavated soil and backfilled, so that excavation and backfilling are necessary as in the conventional excavation processing method, which is disadvantageous in terms of cost.

以上のように、従来においては汚染土壌を不溶化処理するための有効な工法は確立されているとはいえず、そのため、特に重金属による汚染土壌を大規模な掘削や埋め戻しを必要とせずに、また地盤の影響を受けることもなく、効率的にかつ確実に不溶化処理し得る有効適切な工法の開発が求められているのが実状である。   As mentioned above, in the past, it could not be said that an effective method for insolubilizing contaminated soil has been established, and therefore, without requiring extensive excavation or backfilling of contaminated soil with heavy metals, In fact, there is a demand for the development of an effective and appropriate method that can be insolubilized efficiently and reliably without being affected by the ground.

上記事情に鑑み、本発明は重金属により汚染された土壌を原位置にて不溶化処理するための工法であって、液体状の不溶化液に顆粒状のポリマー系充填材を添加してなるゲル状の処理材を地中の処理対象領域に対して加圧注入することにより、該処理材を処理対象領域に滞留せしめた状態で該処理材中の不溶化液を汚染土壌に接触せしめて汚染物質を不溶化することを特徴とする。   In view of the above circumstances, the present invention is a method for insolubilizing soil contaminated with heavy metals in situ, and is a gel-like product obtained by adding a granular polymer filler to a liquid insolubilized liquid. By injecting the treatment material into the area to be treated under pressure, the insolubilized liquid in the treatment material is brought into contact with the contaminated soil in a state where the treatment material is retained in the area to be treated, thereby insolubilizing the contaminant. It is characterized by doing.

本発明においては、ボーリング削孔機や機械攪拌翼式地盤改良機等の削孔手段によって処理対象領域の深度に達する削孔を形成し、前記削孔手段の先端部に設けたノズルから前記処理材を地中に噴射することにより、該処理材を処理対象領域に向けて加圧注入することが好ましい。   In the present invention, a hole that reaches the depth of the region to be treated is formed by a hole drilling means such as a boring hole drill or a mechanical stirring blade type ground improvement machine, and the processing is performed from a nozzle provided at the tip of the hole drilling means. It is preferable that the processing material is injected under pressure toward the processing target region by injecting the material into the ground.

本発明の不溶化処理工法によれば、処理対象領域に対して処理材を直接注入して原位置で不溶化処理するので、従前の掘削処理工法のように大規模な掘削と埋め戻しが不要であって施工性に優れコスト的に遙かに有利である。
特に、本発明では従来一般の原位置不溶化処理工法のように液体状の不溶化液をそのまま使用することに代えて、液体状の不溶化液に顆粒状のポリマー系充填材を添加したゲル状の処理材を使用するので、処理対象領域が礫や玉石の多い地盤であっても処理材が注入位置に安定に滞留して周囲に無駄に拡散してしまうことがなく、したがって従来一般の原位置不溶化処理工法に比べて地盤の影響を受けることが少なく確実かつ効率的な不溶化処理が可能であり、重金属による汚染土壌を原位置にて不溶化処理するための工法として極めて合理的であり有効である。
According to the insolubilization processing method of the present invention, the processing material is directly injected into the processing target region and insolubilization processing is performed in-situ, so that large-scale excavation and backfilling are not required unlike the conventional excavation processing method. Excellent workability and much more advantageous in terms of cost.
In particular, in the present invention, instead of using the liquid insolubilized liquid as it is as in the conventional general in-situ insolubilizing method, a gel-like process in which a granular polymer filler is added to the liquid insolubilized liquid. Since the material is used, even if the treatment target area is ground with a lot of gravel and cobblestone, the treatment material will not stay in the injection position and will not be diffused to the surroundings. Compared with the treatment method, it is less affected by the ground and can be reliably and efficiently insolubilized. It is extremely rational and effective as a method for insolubilizing soil contaminated with heavy metals in situ.

本発明の不溶化処理工法の実施形態を示すもので、一連の処理工程を示す図である。The embodiment of the insolubilization processing method of this invention is shown, and is a figure which shows a series of process steps.

図1に本発明の実施形態である不溶化処理工法における一連の処理工程を示す。
これは、(a)に示すように地中深部にある重金属による汚染土壌1を対象として原位置にて汚染物質を不溶化処理するものであるが、本実施形態では汚染物質を不溶化処理するために特殊な処理材2を用いるとともに、その処理材2を地中に噴射することによって処理対象領域に対して加圧注入することを主眼とする。
FIG. 1 shows a series of processing steps in the insolubilization processing method according to the embodiment of the present invention.
This is for insolubilizing the pollutant in situ for the contaminated soil 1 due to heavy metal in the deep underground as shown in (a). In this embodiment, in order to insolubilize the pollutant, The main purpose is to use a special treatment material 2 and to inject the treatment material 2 under pressure into the region to be treated by spraying it into the ground.

本実施形態において用いる処理材2は、不溶化処理のための主成分としての液体状の不溶化液に対して、添加成分として顆粒状のポリマー系充填材を添加してゲル状を呈するように調製したものである。   The treatment material 2 used in the present embodiment was prepared so as to form a gel by adding a granular polymer filler as an additional component to the liquid insolubilization liquid as a main component for insolubilization treatment. Is.

処理材2の主成分である不溶化液としては、特許文献1や特許文献2に示される従来の原位置不溶化処理工法において用いられる不溶化液と同様のものを用いれば良く、たとえば処理対象の汚染物質が六価クロムの場合には第一鉄塩や亜硫酸塩、多硫化物が好適に採用可能であり、汚染物質がセレンである場合には塩化第一鉄が好適に採用可能である。   As the insolubilizing liquid which is the main component of the treatment material 2, the same insolubilizing liquid as used in the conventional in-situ insolubilizing method shown in Patent Document 1 or Patent Document 2 may be used. In the case of hexavalent chromium, ferrous salts, sulfites, and polysulfides can be suitably used, and when the contaminant is selenium, ferrous chloride can be suitably employed.

また、添加成分であるポリマー系充填材は、特許文献3に示される不溶化処理方法においても油分を吸着するための油分吸着ゲル化材の成分として用いられるものであるが、本実施形態において用いる処理材2では汚染物質を不溶化するための主成分はあくまで上記の不溶化液であって、ポリマー系充填材自体は汚染物質を吸着したり不溶化する機能を有するものではなく、このポリマー系充填材は処理材2としての形態を安定なゲル状を呈するものとするために不溶化液に添加されるものである。   The polymer filler as an additive component is also used as a component of an oil-adsorbing gelling material for adsorbing oil in the insolubilization processing method shown in Patent Document 3, but the processing used in this embodiment is used. In the material 2, the main component for insolubilizing the pollutant is only the insolubilizing liquid, and the polymer filler itself does not have a function of adsorbing or insolubilizing the pollutant, and this polymer filler is treated. The material 2 is added to the insolubilizing solution so as to exhibit a stable gel form.

すなわち、特許文献1や特許文献2に示されるような従来一般の原位置不溶化処理工法では、液体状の不溶化液を液体のままで地中に注入することから、上述したように地盤状況によっては注入された不溶化液がそれ自体の流動性によって注入個所からその周囲に広範囲に拡散してしまって汚染領域に長く留まっていられず、そのために効率的な処理ができない場合もあるが、本実施形態のように液体状の不溶化液に対して顆粒状のポリマー系充填材を添加し混合することにより、液体状の不溶化液がその本来の不溶化機能を損なうことなく安定にゲル化され、それにより処理材2としての流動性が適度に抑制されたものとなる。
したがって、そのようなゲル状に調製した処理材2を地中に注入することにより、注入された処理材2は周囲に無駄に拡散してしまうことなくその位置に長時間にわたって安定に滞留し、その状態で処理材の主成分である不溶化液が汚染物質に接触して確実かつ十分に不溶化機能を発揮し得るものとなる。
That is, in the conventional general in-situ insolubilization treatment method as shown in Patent Document 1 and Patent Document 2, since the liquid insolubilized liquid is injected into the ground as a liquid, depending on the ground conditions as described above. The injected insolubilized liquid diffuses in a wide range from the injection point to its surroundings due to its own fluidity and does not stay for a long time in the contaminated area. By adding a granular polymer filler to the liquid insolubilized liquid and mixing, the liquid insolubilized liquid is stably gelled without impairing its original insolubilizing function, thereby processing The fluidity as the material 2 is moderately suppressed.
Therefore, by injecting the treatment material 2 prepared in such a gel state into the ground, the injected treatment material 2 stays stably at that position for a long time without vainly spreading around, In this state, the insolubilizing liquid, which is the main component of the treatment material, comes into contact with the contaminant and can reliably and sufficiently exhibit the insolubilizing function.

なお、上記の処理材2を地中に注入するためには従来工法における不溶化液の注入手段をそのまま転用することも可能ではあるが、ゲル状を呈する上記の処理材2は単なる液体状の不溶化液よりも当然に流動し難いものであるから、これを地中に注入するためにはたとえば図1(b)に示すようにボーリング削孔機や機械攪拌翼式地盤改良機等の削孔手段3によって処理対象領域の深度に達する削孔を形成し、(c)に示すようにその削孔手段3の先端部に設けたノズル4からゲル状の処理材2をジェット噴流として地中に噴射することにより処理対象領域に向けて加圧注入することが好ましい。   In order to inject the treatment material 2 into the ground, it is possible to divert the insolubilizing liquid injection means in the conventional method as it is, but the treatment material 2 in the form of a gel is merely a liquid insolubilization. Since it is naturally harder to flow than the liquid, in order to inject it into the ground, as shown in FIG. 1 (b), for example, a hole drilling means such as a boring hole drill or a mechanical stirring blade type ground improvement machine 3, a hole that reaches the depth of the region to be treated is formed, and the gel-like treatment material 2 is jetted into the ground as a jet jet from the nozzle 4 provided at the tip of the hole means 3 as shown in FIG. By doing so, it is preferable to perform pressure injection toward the region to be processed.

このように、削孔手段3により地盤に削孔を形成したうえで処理材2をノズル4から地中に噴射することにより、処理材2を所望位置に確実に加圧注入することが可能であるし、そこに注入された処理材2はその位置にそのまま長時間にわたって安定に滞留し、その状態で処理材2の主成分である不溶化液が汚染物質と接触するから、(d)に示すようにその位置で汚染物質に対する不溶化処理が進行していき、最終的には(e)に示すように汚染物質が確実に不溶化される。   In this way, by forming a hole in the ground by the hole drilling means 3 and injecting the treatment material 2 from the nozzle 4 into the ground, it is possible to reliably inject the treatment material 2 under pressure to a desired position. In addition, the treatment material 2 injected therein stays stably at that position for a long time, and the insolubilized liquid, which is the main component of the treatment material 2 in that state, comes into contact with the contaminants. Thus, the insolubilization process with respect to the pollutant proceeds at that position, and finally the pollutant is reliably insolubilized as shown in (e).

本実施形態の処理工法によれば、従来一般の原位置不溶化処理工法と同様に汚染物質を原位置で不溶化処理するので、従前の掘削処理工法のように大規模な掘削と埋め戻しが不要であって施工性に優れコスト的に遙かに有利である。
特に、従来一般の原位置不溶化処理工法のように液体状の不溶化液をそのまま使用することに代えて、液体状の不溶化液に顆粒状のポリマー系充填材を添加したゲル状の処理材を使用するので、処理対象領域が礫や玉石の多い地盤であっても処理材が注入位置に安定に滞留して周囲に無駄に拡散してしまうことがなく、したがって従来一般の原位置不溶化処理工法に比べて地盤の影響を受けることが少なく確実かつ効率的な不溶化処理が可能であり、重金属による汚染土壌を原位置にて不溶化処理するための工法として極めて合理的であり有効である。
According to the treatment method of the present embodiment, the pollutant is insolubilized in the same manner as in the conventional general in-situ insolubilization method, so large-scale excavation and backfilling are not required as in the conventional excavation method. It has excellent workability and is much more advantageous in terms of cost.
In particular, instead of using the liquid insolubilized liquid as it is as in the conventional general in-situ insolubilizing method, a gel-like processing material is used in which a granular polymer filler is added to the liquid insolubilizing liquid. Therefore, even if the treatment target area is a ground with a lot of gravel and cobblestone, the treatment material does not stay in the injection position stably and does not diffuse to the surroundings. Therefore, the conventional in-situ insolubilization treatment method is used. Compared to this, it is less affected by the ground and enables reliable and efficient insolubilization, and is extremely rational and effective as a method for insolubilizing heavy metal contaminated soil in situ.

1 汚染土壌
2 処理材
3 削孔手段
4 ノズル
1 Contaminated soil 2 Treatment material 3 Drilling means 4 Nozzle

Claims (2)

重金属により汚染された土壌を原位置にて不溶化処理するための工法であって、
液体状の不溶化液に顆粒状のポリマー系充填材を添加してなるゲル状の処理材を地中の処理対象領域に対して加圧注入することにより、該処理材を処理対象領域に滞留せしめた状態で該処理材中の不溶化液を汚染土壌に接触せしめて汚染物質を不溶化することを特徴とする重金属汚染土壌の原位置不溶化処理工法。
A method for insolubilizing soil contaminated with heavy metals in situ,
A gel-like treatment material obtained by adding a granular polymer filler to a liquid insolubilized liquid is injected under pressure to the treatment target area in the ground, thereby retaining the treatment material in the treatment target area. In situ insolubilization treatment method for heavy metal contaminated soil, wherein the insolubilized liquid in the treatment material is brought into contact with the contaminated soil in a wet state to insolubilize the contaminant.
請求項1記載の重金属汚染土壌の原位置不溶化処理工法であって、
ボーリング削孔機や機械攪拌翼式地盤改良機等の削孔手段によって処理対象領域の深度に達する削孔を形成し、前記削孔手段の先端部に設けたノズルから前記処理材を地中に噴射することにより、該処理材を処理対象領域に向けて加圧注入することを特徴とする重金属汚染土壌の原位置不溶化処理工法。
In-situ insolubilization treatment method of heavy metal contaminated soil according to claim 1,
A hole reaching the depth of the region to be processed is formed by a hole drilling means such as a boring hole drill or a mechanical stirring blade type ground improvement machine, and the processing material is introduced into the ground from a nozzle provided at the tip of the hole drilling means. An in-situ insolubilization treatment method for heavy metal-contaminated soil, wherein the treatment material is injected under pressure toward the treatment target region by spraying.
JP2011183322A 2011-08-25 2011-08-25 In-situ insoluble treatment method for soil contaminated by heavy metal Withdrawn JP2013043134A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104597107A (en) * 2014-12-31 2015-05-06 中国矿业大学 Field controlled experiment method for simulating soil-crop heavy metal migration

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104597107A (en) * 2014-12-31 2015-05-06 中国矿业大学 Field controlled experiment method for simulating soil-crop heavy metal migration

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