JP6004895B2 - Treatment method of contaminated soil - Google Patents
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Description
本発明は、土壌への浸透性に優れ汚染土壌からの土ぼこりの発生を抑制することができる固化材と、該固化材を用いた汚染土壌の処理方法に関する。 The present invention relates to a solidified material having excellent permeability to soil and capable of suppressing generation of dust from contaminated soil, and a method for treating contaminated soil using the solidified material.
福島第一原子力発電所の事故以来、我が国において、放射性セシウム等の放射性物質による汚染土壌の除染が喫緊の課題になっている。該汚染土壌に関する最近の調査結果から、土壌中の放射性物質の約90%は、地表から深さ3cmまでの表層部分に滞留していることが判明している。
そこで、現在検討されている除染方法には、表土削り取り、水による土壌撹拌・除去、および反転耕等がある。これらの中でも、表土削り取り工法は、放射性物質を効率よく確実に除去できるため注目されている。該工法は、削り取りに用いる機械により、バックホウによる削り取り工法、ワイパー工法、ロータリーカッター工法、ターフストリッパー工法、スキマ―工法等がある。
しかし、前記工法はいずれも、(i)表土の削り取りに伴い放射性物質を含む土ぼこりが発生し易い。また、(ii)掘削土壌の運搬時や保管時にも土ぼこりが発生し、放射性物質が広範囲に拡散するおそれがある。さらに、(iii)表土の過剰な削り取りを抑制するための削り取り厚さの管理が難しいなどの問題がある。
Since the accident at the Fukushima Daiichi Nuclear Power Station, decontamination of contaminated soil with radioactive substances such as radioactive cesium has become an urgent issue in Japan. From recent survey results on the contaminated soil, it has been found that about 90% of the radioactive material in the soil stays in the surface layer part from the surface to a depth of 3 cm.
Therefore, decontamination methods currently being studied include topsoil cutting, soil agitation / removal with water, and reverse tillage. Among these, the topsoil cutting method is attracting attention because it can efficiently and reliably remove radioactive substances. The construction method includes a backhoe shaving method, a wiper method, a rotary cutter method, a turf stripper method, a skimmer method, etc., depending on the machine used for shaving.
However, all of the above methods (i) tend to generate dust containing radioactive substances as the topsoil is scraped off. In addition, (ii) dust may be generated during transport and storage of excavated soil, and radioactive materials may spread over a wide area. Furthermore, (iii) there is a problem that it is difficult to manage the thickness of the cut to suppress excessive cutting of the topsoil.
また、工場や事業所の跡地等の土壌が、セレン、ヒ素、六価クロム、鉛、フッ素等の重金属類により汚染されているという事例が、近年、多数報告されている。土壌中の重金属類の濃度が環境基準値を超えると、その土地はそのままでは使用できない。該土地を使用するためには、汚染土壌を掘削して除去し、除去後の土地の上に、非汚染土壌で盛土することが必要となる。しかし、この汚染土壌の掘削、運搬および保管等においても、前記工法における(i)〜(iii)と同様の問題がある。 In recent years, there have been many reports of soils such as ruins of factories and offices being contaminated with heavy metals such as selenium, arsenic, hexavalent chromium, lead and fluorine. If the concentration of heavy metals in the soil exceeds the environmental standard value, the land cannot be used as it is. In order to use the land, it is necessary to excavate and remove the contaminated soil, and to fill the land after removal with non-contaminated soil. However, the excavation, transportation and storage of this contaminated soil has the same problems as (i) to (iii) in the above construction method.
かかる状況から、汚染土壌を固化する固化材や固化方法が提案されている。
例えば、特許文献1には酸化マグネシウムを含む重金属溶出抑制固化材が提案され、特許文献2にはMgOおよび/またはMgO含有材からなる有害物質汚染土壌用の固化不溶化剤が提案されている。また、特許文献3には酸化マグネシウムと石膏等の硫酸塩とを主成分とする土壌固化材が提案され、特許文献4には特定の酸化マグネシウムとマグネシウム等の硫酸塩と炭酸カルシウムとを特定の割合で含む土壌固化材が提案されている。
さらに、特許文献5では、特定の温度で焼成した粉末度が4000cm2/g以上の酸化マグネシウムを汚染土壌等に添加・混合する、汚染土壌等の固化・不溶化方法が提案されている。
Under such circumstances, solidification materials and solidification methods for solidifying contaminated soil have been proposed.
For example, Patent Document 1 proposes a solidified metal elution-suppressing solidified material containing magnesium oxide, and Patent Document 2 proposes a solidified and insolubilizing agent for toxic substance-contaminated soil made of MgO and / or MgO-containing material. Patent Document 3 proposes a soil solidifying material mainly composed of magnesium oxide and sulfate such as gypsum, and Patent Document 4 discloses specific magnesium oxide and sulfate such as magnesium and calcium carbonate. Soil consolidation materials are proposed that contain proportions.
Furthermore, Patent Document 5 proposes a solidification / insolubilization method for contaminated soil, in which magnesium oxide having a fineness of 4000 cm 2 / g or more calcined at a specific temperature is added to and mixed with contaminated soil.
しかし、前記のいずれの固化材等も、特許文献1の段落0012、同2の段落0022、同3の段落0015、同4の段落0034、同4の段落0022、および同5の段落0008に記載のとおり、固化材を土壌中に均一に分散させるため固化材と土壌を混合しなければならず、混合時に土ぼこりが発生する。また、混合することにより、放射性物質が地中深くに拡散するという問題もある。 However, any of the above-mentioned solidifying materials is described in paragraph 0012, paragraph 2 0022, paragraph 3 0015, paragraph 0034, paragraph 0034, paragraph 4 0022, and paragraph 0008 of Patent Document 1. As described above, in order to uniformly disperse the solidified material in the soil, the solidified material and the soil must be mixed, and dust is generated during mixing. In addition, there is a problem that the radioactive material diffuses deep into the ground by mixing.
そこで、本発明は、汚染土壌を固化する際に土ぼこりの発生が少なく、かつ汚染土壌の削り取り厚さの管理が容易な固化材を用いた汚染土壌の処理方法を提供することを目的とする。
The present invention has an object to provide a method of processing contaminated soil occurrence of dusty little, and the management of shaving thickness of the contaminated soil with easy solid reduction material upon solidifying contaminated soil .
本発明者らは、前記目的にかなう汚染土壌の処理方法を検討したところ、特定量の酸化マグネシウムを含み特定の粒度分布を有する固化材を用いた汚染土壌の処理方法は、前記目的を達成できることを見出し本発明を完成させた。
The present inventors have examined a method for treating contaminated soil that meets the above-mentioned purpose, and the method for treating contaminated soil using a solidified material containing a specific amount of magnesium oxide and having a specific particle size distribution can achieve the above object. The present invention was completed.
すなわち、本発明は以下の構成を有する汚染土壌の処理方法である。
[1]水/固化材比(質量比)が2.5〜4.5である下記固化材のスラリーを、汚染土壌1m2当たり酸化マグネシウム換算で1.5〜3.0kg添加して汚染土壌を固化し、固化した汚染土壌を除去することを特徴とする汚染土壌の処理方法。
固化材:酸化マグネシウムを50質量%以上含み、粒度の累積分布において、累積体積が20%となる粒径d 20 が7μm以下、累積体積が50%となる粒径d 50 が22μm以下、および累積体積が80%となる粒径d 80 が40μm以下である
[2]さらに、前記固化材のd50/d20が1.3〜6.0および/またはd80/d50が1.3〜5.0である、前記[1]に記載の汚染土壌の処理方法。
[3]前記汚染土壌が放射性セシウムによって汚染された土壌である前記[1]または[2]に記載の汚染土壌の処理方法。
That is, this invention is a processing method of the contaminated soil which has the following structures.
[1] Water / solidifying material ratio of the slurry below the solidifying material is (weight ratio) is 2.5~4.5, 1.5~3.0kg added to contaminated soil contaminated soil 1 m 2 per magnesium oxide in terms of A method for treating contaminated soil, comprising solidifying and solidifying contaminated soil.
Solidified material: containing 50% by mass or more of magnesium oxide, and in the cumulative distribution of particle size, the particle size d 20 with a cumulative volume of 20% is 7 μm or less, the particle size d 50 with a cumulative volume of 50% is 22 μm or less, and the cumulative The particle size d 80 with a volume of 80% is 40 μm or less. [2] Further, d 50 / d 20 of the solidified material is 1.3 to 6.0 and / or d 80 / d 50 is 1.3 to The method for treating contaminated soil according to [1], which is 5.0 .
[3] The method for treating contaminated soil according to [ 1 ] or [2] , wherein the contaminated soil is soil contaminated with radioactive cesium.
本発明の汚染土壌の処理方法は、汚染土壌からの土ぼこりの発生が少なく、かつ汚染土壌の削り取り厚さの管理が容易である。
In the method for treating contaminated soil of the present invention, the generation of dust from the contaminated soil is small, and the shaving thickness of the contaminated soil is easily managed.
前記のとおり、本発明で用いる固化材は特定量の酸化マグネシウムを必須成分として含み、かつ特定の粒度分布を有するものである。また、本発明の汚染土壌の処理方法は、特定の水/固化材比を有する前記固化材のスラリーを、汚染土壌に対し特定量添加して、汚染土壌を固化し、固化した汚染土壌を除去する方法である。
以下に、固化材(必須成分、任意成分、粒度分布、比表面積)と、汚染土壌の処理方法に分けて詳述する。
固化材は特定量の酸化マグネシウムを必須成分として含み、かつ特定の粒度分布を有するものである。また、本発明の汚染土壌の処理方法は、特定の水/固化材比を有する前記固化材のスラリーを、汚染土壌に対し特定量添加して、汚染土壌を固化し、固化した汚染土壌を除去する方法である。
以下に、固化材(必須成分、任意成分、粒度分布、比表面積)と、汚染土壌の処理方法に分けて詳述する。
As described above, the solidifying material used in the present invention contains a specific amount of magnesium oxide as an essential component and has a specific particle size distribution. In addition, the method for treating contaminated soil according to the present invention adds a specific amount of the solidified slurry having a specific water / solidifying material ratio to the contaminated soil, solidifies the contaminated soil, and removes the solidified contaminated soil. It is a method to do.
Below, it explains in detail according to the solidification material (an essential component, an arbitrary component, a particle size distribution, a specific surface area), and the processing method of contaminated soil.
The solidified material contains a specific amount of magnesium oxide as an essential component and has a specific particle size distribution. In addition, the method for treating contaminated soil according to the present invention adds a specific amount of the solidified slurry having a specific water / solidifying material ratio to the contaminated soil, solidifies the contaminated soil, and removes the solidified contaminated soil. It is a method to do.
Below, it explains in detail according to the solidification material (an essential component, an arbitrary component, a particle size distribution, a specific surface area), and the processing method of contaminated soil.
1.固化材
(1)必須成分
本発明で用いる固化材は必須成分として酸化マグネシウムを50質量%以上含むものである。
該酸化マグネシウムは、軽焼マグネシアおよび/または軽焼マグネシア部分水和物等である。これらの中で、軽焼マグネシアはマグネサイト、ドロマイト、ブルーサイト、または海水中のマグネシウム成分を消石灰等のアルカリで沈殿させて得た水酸化マグネシウム等を、650〜1300℃で焼成して得られるものである。該値が650℃未満では、軽焼マグネシアが生成しにくく、該値が1300℃を超えると固化強度が低下するおそれがある。前記焼成温度は、好ましくは750〜1000℃、より好ましくは800〜950℃である。また、前記焼成時間は原料の仕込み量や粒度等にもよるが、通常30分〜5時間である。
1. Solidifying material (1) essential component The solidifying material used in the present invention contains 50% by mass or more of magnesium oxide as an essential component.
The magnesium oxide is light-burned magnesia and / or light-burned magnesia partial hydrate. Among these, light-burned magnesia is obtained by baking magnesium hydroxide or the like obtained by precipitating magnesium components in magnesite, dolomite, brucite, or seawater with alkali such as slaked lime at 650 to 1300 ° C. Is. When the value is less than 650 ° C., light-burned magnesia is difficult to generate, and when the value exceeds 1300 ° C., the solidification strength may be lowered. The firing temperature is preferably 750 to 1000 ° C, more preferably 800 to 950 ° C. Moreover, although the said baking time is based also on the preparation amount of a raw material, a particle size, etc., it is 30 minutes-5 hours normally.
また、軽焼マグネシア部分水和物は、前記軽焼マグネシアを粉砕した後、該粉砕物に水を添加して撹拌し混合するか、または該粉砕物を相対湿度80%以上の雰囲気下に1週間以上保持することにより得られる。
前記軽焼マグネシア部分水和物は、主成分である酸化マグネシウムおよび水酸化マグネシウムの2種について規定すると、好ましくは酸化マグネシウムを65〜96.5質量%および水酸化マグネシウムを3.5〜35質量%含有するものであり、より好ましくは酸化マグネシウムを70〜95質量%および水酸化マグネシウムを5〜30質量%含有するものであり、さらに好ましくは酸化マグネシウムを75〜90質量%および水酸化マグネシウムを10〜25質量%含有するものである。該値が前記の好ましい範囲であれば、固化強度はより高い。なお、前記軽焼マグネシア部分水和物は、酸化マグネシウムおよび水酸化マグネシウムのほかに、固化を阻害しない範囲で、その他の成分を含んでもよい。
Further, the light-burned magnesia partial hydrate is obtained by pulverizing the light-burned magnesia, and then adding water to the pulverized product and stirring and mixing, or mixing the pulverized product in an atmosphere having a relative humidity of 80% or more It is obtained by holding for more than a week.
When the light-burned magnesia partial hydrate is defined with respect to two types of magnesium oxide and magnesium hydroxide, which are the main components, preferably 65 to 96.5% by mass of magnesium oxide and 3.5 to 35% by mass of magnesium hydroxide. %, More preferably 70 to 95% by weight of magnesium oxide and 5 to 30% by weight of magnesium hydroxide, more preferably 75 to 90% by weight of magnesium oxide and magnesium hydroxide. 10 to 25% by mass is contained. If the value is within the above preferred range, the solidification strength is higher. The light-burned magnesia partial hydrate may contain other components in addition to magnesium oxide and magnesium hydroxide as long as solidification is not inhibited.
本発明で用いる固化材中の酸化マグネシウムの含有率は50質量%以上である。該値が50質量%以上であれば、固化強度が十分に高く土ぼこりの発生を抑制できる。該値は好ましくは60質量%以上、より好ましくは70質量%以上、さらに好ましくは80質量%以上、特に好ましくは90質量%以上である。
また、農地保護の観点から、好ましくは、本発明で用いる固化材に含まれるSO3は7.0質量%以下、MnO2は1.0質量%以下、およびNa2Oeqは1.0質量%以下であり、より好ましくはSO3は5.0質量%以下、MnO2は0.3質量%以下、およびNa2Oeqは0.7質量%以下である。
The content rate of the magnesium oxide in the solidification material used by this invention is 50 mass% or more. When the value is 50% by mass or more, the solidification strength is sufficiently high and the generation of dust can be suppressed. The value is preferably 60% by mass or more, more preferably 70% by mass or more, further preferably 80% by mass or more, and particularly preferably 90% by mass or more.
From the viewpoint of protecting agricultural land, preferably, SO 3 contained in the solidified material used in the present invention is 7.0% by mass or less, MnO 2 is 1.0% by mass or less, and Na 2 O eq is 1.0% by mass. More preferably, SO 3 is 5.0% by mass or less, MnO 2 is 0.3% by mass or less, and Na 2 O eq is 0.7% by mass or less.
(2)任意成分
また、本発明で用いる固化材は、任意成分として、高炉スラグ、炭酸マグネシウム、石膏、硫酸マグネシウム、硫酸第一鉄、塩化カルシウム、重焼リン、および熔リン等から選ばれる1種以上の固化促進剤や、不溶性フェロシアン化物、モンモリロナイト含有物、ゼオライトおよびバイデライト含有物等から選ばれる1種以上のセシウム吸着材等を含んでもよい。
これらの任意成分の含有率は、好ましくは50質量%未満、より好ましくは30質量%以下、さらに好ましくは20質量%以下、特に好ましくは10質量%以下である。該成分が50質量%以上では、かえって固化強度が低下する場合がある。
(2) Optional component The solidifying material used in the present invention is selected from blast furnace slag, magnesium carbonate, gypsum, magnesium sulfate, ferrous sulfate, calcium chloride, heavy burned phosphorus, molten phosphorus, and the like as optional components. One or more solidification accelerators, one or more cesium adsorbents selected from insoluble ferrocyanide, montmorillonite-containing material, zeolite, beidellite-containing material, and the like may be included.
The content of these optional components is preferably less than 50% by mass, more preferably 30% by mass or less, still more preferably 20% by mass or less, and particularly preferably 10% by mass or less. If the component is 50% by mass or more, the solidification strength may be lowered.
(3)粒度分布
本発明で用いる固化材の粒度分布は、該固化材の粒度の累積分布において、累積体積が20%となる粒径d20が7μm以下、累積体積が50%となる粒径d50が22μm以下、および累積体積が80%となる粒径d80が40μm以下である。粒度分布が該範囲にあれば、土壌への固化材の浸透性が高い。また、本発明で用いる固化材において土壌への浸透性をより高めるために、好ましくはd50/d20が1.3〜6.0および/またはd80/d50が1.3〜5.0である。
前記累積分布の曲線は、細かい粒子の側をゼロとした右上がりの曲線であり、レーザー回折・散乱式粒子径・粒度分布測定装置等、例えば、日機装社製の9320−X100(型番)と、溶媒に関東化学社製のエタノール(特級)を用いて測定することができる。
なお、固化材をスラリー(水を媒体とする懸濁液)にして用いる場合、水に溶解する成分はスラリー中では粉体として存在しないため、固化材の粒度分布は水に溶解する成分を除いて測定する。
(3) Particle Size Distribution The particle size distribution of the solidifying material used in the present invention, in the cumulative distribution of the particle size of the solidifying material, the particle diameter d 20 of the cumulative volume becomes 20% 7μm or less, the particle size of which cumulative volume of 50% The d 50 is 22 μm or less, and the particle size d 80 at which the cumulative volume is 80% is 40 μm or less. If the particle size distribution is within this range, the permeability of the solidified material to the soil is high. Further, in order to further increase the permeability to the soil in the solidified material used in the present invention , d 50 / d 20 is preferably 1.3 to 6.0 and / or d 80 / d 50 is 1.3 to 5. 0.
The cumulative distribution curve is an upward curve with zero on the fine particle side, such as a laser diffraction / scattering particle size / particle size distribution measuring device, such as 9320-X100 (model number) manufactured by Nikkiso Co., Ltd. The solvent can be measured using ethanol (special grade) manufactured by Kanto Chemical Co., Inc.
When the solidifying material is used as a slurry (suspension using water as a medium), the component dissolved in water does not exist as a powder in the slurry, so the particle size distribution of the solidifying material excludes the component dissolved in water. To measure.
また、前記粒度分布のより好適な範囲は以下のとおりである。すなわち、
d20は、好ましくは6μm以下、より好ましくは5μm以下、さらに好ましくは4.5μm以下、特に好ましくは4μm以下である。
d50は、好ましくは21μm以下、より好ましくは20μm以下、さらに好ましくは19μm以下、特に好ましくは18μm以下である。
d80は、好ましくは38μm以下、より好ましくは35μm以下、さらに好ましくは32μm以下、特に好ましくは30μm以下である。
また、d50/d20は、より好ましくは1.5〜5.5、さらに好ましくは1.6〜5.0、さらに好ましくは1.8〜4.5、特に好ましくは2.0〜4.0である。
d80/d50は、より好ましくは1.5〜4.5、さらに好ましくは1.6〜4.0、特に好ましくは1.6〜3.5、最も好ましくは1.6〜3.0である。
固化材の粒度分布がこれらの範囲にあれば、固化材の浸透性はさらに高くなる。土壌への浸透性が高いという本発明の効果を奏するためには、前記粒度分布を有することが重要であり、前記特許文献4および5に記載の粒度等からでは、前記粒度分布を特定することができない。
Further, a more preferable range of the particle size distribution is as follows. That is,
d 20 is preferably 6μm or less, more preferably 5μm or less, more preferably 4.5μm or less, particularly preferably 4μm or less.
d 50 is preferably 21 μm or less, more preferably 20 μm or less, still more preferably 19 μm or less, and particularly preferably 18 μm or less.
d 80 is preferably 38μm or less, more preferably 35μm or less, more preferably 32μm or less, particularly preferably 30μm or less.
Further, d 50 / d 20, more preferably 1.5 to 5.5, more preferably 1.6 to 5.0, more preferably 1.8 to 4.5, particularly preferably 2.0 to 4 .0.
d 80 / d 50 is more preferably 1.5 to 4.5, further preferably 1.6 to 4.0, particularly preferably 1.6 to 3.5, and most preferably 1.6 to 3.0. It is.
If the particle size distribution of the solidified material is within these ranges, the permeability of the solidified material is further increased. In order to achieve the effect of the present invention that the permeability to soil is high, it is important to have the particle size distribution. From the particle sizes described in Patent Documents 4 and 5, the particle size distribution is specified. I can't.
(4)比表面積
本発明で用いる固化材のブレーン比表面積は、固化強度の発現性を高めるためには、好ましくは6000cm2/g以上、より好ましくは8000cm2/g以上、さらに好ましくは10000cm2/g以上、特に好ましくは12000cm2/g以上である。
また、本発明で用いる固化材のBET比表面積は、有害物質の固定効果の観点から、好ましくは6m2/g以上、より好ましくは8m2/g以上、さらに好ましくは10m2/g以上、特に好ましくは15m2/g以上である。
ただし、固化材の製造コスト(粉砕コスト等)を考慮すると、前記ブレーン比表面積の上限は20000cm2/g以下であり、前記BET比表面積の上限は50m2/g以下である。
なお、固化材をスラリーにして用いる場合は、固化材の比表面積は、前記粒度分布の測定と同様、水に溶解する成分を除いて測定する。
(4) Blaine specific surface area of the solidifying material used in the specific surface area present invention, to enhance the expression of the solidification strength, preferably 6000 cm 2 / g or more, more preferably 8000 cm 2 / g or more, more preferably 10000 cm 2 / G or more, particularly preferably 12000 cm 2 / g or more.
Further, the BET specific surface area of the solidified material used in the present invention is preferably 6 m 2 / g or more, more preferably 8 m 2 / g or more, further preferably 10 m 2 / g or more, particularly from the viewpoint of the fixing effect of harmful substances. Preferably it is 15 m 2 / g or more.
However, considering the production cost (such as grinding cost) of the solidified material, the upper limit of the Blaine specific surface area is 20000 cm 2 / g or less, and the upper limit of the BET specific surface area is 50 m 2 / g or less.
In addition, when using a solidification material as a slurry, the specific surface area of a solidification material is measured except the component which melt | dissolves in water similarly to the measurement of the said particle size distribution.
2.汚染土壌の処理方法
次に、汚染土壌の処理方法について説明する。
該処理方法は、水/固化材比(質量比)が2.5〜4.5である前記固化材のスラリーを、汚染土壌1m2当たり酸化マグネシウム換算で1.5〜3.0kg添加して汚染土壌を固化し、固化した汚染土壌を除去する方法である。
前記汚染土壌は、例えば、放射セシウム、放射性ヨウ素およびプルトニウム等の放射性物質、セレン、ヒ素、クロムおよび鉛等の重金属、並びに、フッ素等の各種有害物質により汚染された土壌が挙げられる。
また、前記スラリーの水/固化材比(質量比)が2.5未満ではスラリーの土壌に対する浸透性が十分でなく、4.5を超えると固化強度が低下する場合がある。該値は、好ましくは2.6〜4.4、より好ましくは2.7〜4.3、さらに好ましくは2.8〜4.2、特に好ましくは3.0〜4.0である。
また、前記スラリーの汚染土壌に対する添加量が、汚染土壌1m2当たり酸化マグネシウム換算で1.5kg未満では土壌への浸透量(浸透深さ)が十分でなく、また、固化強度が低く、3.0kgを超えるとコストが高くなって経済的でない。該添加量は、放射性物質等の有害物質が存在する土壌の深さを事前に調査し、除く必要のある深さに応じて調整する。
また、本発明の固化方法の対象となる汚染土壌は、好ましくは乾燥密度が0.8〜1.2g/cm3、かつ含水比(水/土壌の質量比を百分率で示す。)が100%以下である。乾燥密度や含水比が前記範囲にあれば、前記スラリーの浸透性は高くなる。また、前記土壌の種類は特に限定されず、例えば、砂質土、粘性土、ローム、有機質土等が挙げられる。
2. Next, a method for treating contaminated soil will be described.
The treatment method is performed by adding 1.5 to 3.0 kg of the solidified material slurry having a water / solidified material ratio (mass ratio) of 2.5 to 4.5 in terms of magnesium oxide per 1 m 2 of contaminated soil. In this method, the contaminated soil is solidified and the solidified contaminated soil is removed.
Examples of the contaminated soil include soil contaminated with radioactive substances such as radioactive cesium, radioactive iodine and plutonium, heavy metals such as selenium, arsenic, chromium and lead, and various harmful substances such as fluorine.
Moreover, if the water / solidification material ratio (mass ratio) of the slurry is less than 2.5, the slurry has insufficient permeability to the soil, and if it exceeds 4.5, the solidification strength may decrease. The value is preferably 2.6 to 4.4, more preferably 2.7 to 4.3, still more preferably 2.8 to 4.2, and particularly preferably 3.0 to 4.0.
Further, if the amount of the slurry added to the contaminated soil is less than 1.5 kg in terms of magnesium oxide per 1 m 2 of the contaminated soil, the amount of penetration into the soil (penetration depth) is not sufficient, and the solidification strength is low. If it exceeds 0 kg, the cost increases and it is not economical. The amount of addition is adjusted in accordance with the depth that needs to be removed by examining the depth of the soil where harmful substances such as radioactive substances are present in advance.
In addition, the contaminated soil that is the target of the solidification method of the present invention preferably has a dry density of 0.8 to 1.2 g / cm 3 and a water content ratio (the mass ratio of water / soil is expressed in percentage). It is as follows. If the dry density and water content ratio are within the above ranges, the permeability of the slurry is increased. Moreover, the kind of the said soil is not specifically limited, For example, sandy soil, viscous soil, loam, organic soil etc. are mentioned.
本発明の固化材のスラリーを汚染土壌に添加する手段は、土ぼこりが発生しにくいため散布が好ましい。また、該散布はシャワー、スプリンクラー、散水車等を用いて行うことができる。
固化材のスラリーを土壌へ散布等した後は、十分な固化強度を得るために一定期間養生することが好ましい。該養生期間は、前記固化促進剤の有無やその含有量にも依るが、好ましくは1日以上、より好ましくは3日以上、さらに好ましくは5日以上、特に好ましくは7日以上である。
本発明の固化材が土壌中に浸透する深さは3〜6cm程度であるから、固化した汚染土壌(表土)を除去する方法として該汚染土壌を削り取る方法が挙げられ、削り取りに用いる装置は、バックホウ、ワイパー、ロータリーカッター、ターフストリッパー、またはスキマー等が挙げられる。
酸化マグネシウムを50質量%以上含む本発明の固化材は白色である。固化材の色調をハンターL、a、b表色系で示すと、好ましくはL値が70以上、a値が5以下、およびb値が20以下であり、より好ましくはL値が80以上、a値が3以下、およびb値が15以下である。したがって、本発明の固化材が浸透して固化した表土はほぼ白色を呈しているため、削り取るべき層が容易に視認でき過剰な削り取りを防止することができる。したがって、除染対象が農地である場合、本発明の汚染土壌の固化方法を用いれば作土層を多く残して削り取ることができるため、除染等を行った後の土壌の作物生産性の低下を抑えることができる。
The means for adding the solidified material slurry of the present invention to the contaminated soil is preferably sprayed because dust does not easily occur. Further, the spraying can be performed using a shower, a sprinkler, a watering wheel, or the like.
After the solidifying material slurry is sprayed on the soil, it is preferable to cure for a certain period of time in order to obtain sufficient solidification strength. The curing period is preferably 1 day or longer, more preferably 3 days or longer, still more preferably 5 days or longer, and particularly preferably 7 days or longer, although it depends on the presence or absence of the solidification accelerator and its content.
Since the depth of penetration of the solidified material of the present invention into the soil is about 3 to 6 cm, a method of scraping off the contaminated soil is exemplified as a method of removing the solidified contaminated soil (topsoil). A backhoe, a wiper, a rotary cutter, a turf stripper, a skimmer, etc. are mentioned.
The solidified material of the present invention containing 50% by mass or more of magnesium oxide is white. When the color tone of the solidified material is represented by Hunter L, a, b color system, the L value is preferably 70 or more, the a value is 5 or less, and the b value is 20 or less, more preferably the L value is 80 or more. The a value is 3 or less, and the b value is 15 or less. Therefore, since the topsoil solidified by the penetration of the solidifying material of the present invention is almost white, the layer to be scraped can be easily visually recognized and excessive scraping can be prevented. Therefore, when the decontamination target is agricultural land, if the contaminated soil solidification method of the present invention is used, it can be scraped off leaving a large number of soil layers, resulting in a decrease in crop productivity of soil after decontamination etc. Can be suppressed.
以下、本発明を実施例により説明するが、本発明はこれらの実施例に限定されない。
1.固化材の浸透深さと土ぼこりの発生状況
炭酸マグネシウムを850℃で2時間焼成して軽焼マグネシアを得た。該軽焼マグネシアは、表1に示す粒度分布を有し、酸化マグネシウムの含有率は92質量%であり、L値は85、a値は1.9、およびb値は10.4であった。
次に、該軽焼マグネシアを用いて表1に示す水/固化材比のスラリーを調製した後、表1に示す量(酸化マグネシウム換算)のスラリーを、放射性セシウムが表面から深さ3cmまでの範囲に存在する農地に散布した。
散布面にシートを被せて7日養生した後、農地を掘削して固化材の浸透深さ(土壌の縦断面の白色部分の深さ)を数点測定しその平均を求めた。その結果を表1に示す。
EXAMPLES Hereinafter, although an Example demonstrates this invention, this invention is not limited to these Examples.
1. The penetration depth of the solidified material and the occurrence of dust particles Magnesium carbonate was calcined at 850 ° C. for 2 hours to obtain light calcined magnesia. The light-burned magnesia had a particle size distribution shown in Table 1, the magnesium oxide content was 92% by mass, the L value was 85, the a value was 1.9, and the b value was 10.4. .
Next, after preparing the slurry of water / solidification material ratio shown in Table 1 using the light-burned magnesia, the amount of the slurry shown in Table 1 (in terms of magnesium oxide) was added to the slurry with radioactive cesium from the surface to a depth of 3 cm. It was sprayed on farmland existing in the area.
After covering the spreading surface with a sheet and curing for 7 days, the farmland was excavated, and the penetration depth of the solidified material (the depth of the white portion of the vertical section of the soil) was measured to obtain the average. The results are shown in Table 1.
表1に示すように、実施例1〜6の浸透深さは3.1〜5.8cmであり、実施例のすべてにおいて、放射性セシウムが存在する表土全体を固化することができた。特に、d20が7μm以下、d50が22μm以下およびd80が40μm以下、並びに、d50/d20が1.3〜6.0およびd80/d50が1.3〜5.0の範囲内にある実施例1〜4の固化材の浸透深さは3.6cm以上であり、土壌への浸透性はさらに高い。
これに対し、比較例1〜5の浸透深さは2.5cm以下であり、該比較例では放射性セシウムが存在する層の一部しか固化することができなかった。
また、実施例1〜6において固化した表層をバックホウを用いて削り取ったところ、土ぼこりは発生しなかった。
As shown in Table 1, the penetration depths of Examples 1 to 6 were 3.1 to 5.8 cm, and in all of the Examples, the entire topsoil in which radioactive cesium was present could be solidified. In particular, d 20 is 7 μm or less, d 50 is 22 μm or less and d 80 is 40 μm or less, and d 50 / d 20 is 1.3 to 6.0 and d 80 / d 50 is 1.3 to 5.0. The penetration depth of the solidified materials of Examples 1 to 4 within the range is 3.6 cm or more, and the permeability to soil is even higher.
On the other hand, the penetration depth of Comparative Examples 1 to 5 was 2.5 cm or less, and in this comparative example, only a part of the layer in which radioactive cesium was present could be solidified.
Moreover, when the surface layer solidified in Examples 1-6 was scraped off using a backhoe, no dust was generated.
Claims (3)
固化材:酸化マグネシウムを50質量%以上含み、粒度の累積分布において、累積体積が20%となる粒径d 20 が7μm以下、累積体積が50%となる粒径d 50 が22μm以下、および累積体積が80%となる粒径d 80 が40μm以下である Water / solidifying material ratio (mass ratio) slurry below the solidifying material is 2.5 to 4.5, the contaminated soil was solidified by 1.5~3.0kg added contaminated soil 1 m 2 per magnesium oxide in terms of A method for treating contaminated soil, comprising removing solidified contaminated soil.
Solidified material: containing 50% by mass or more of magnesium oxide, and in the cumulative distribution of particle size, the particle size d 20 with a cumulative volume of 20% is 7 μm or less, the particle size d 50 with a cumulative volume of 50% is 22 μm or less, and the cumulative The particle size d 80 at which the volume is 80% is 40 μm or less.
The method for treating contaminated soil according to claim 1 or 2 , wherein the contaminated soil is soil contaminated with radioactive cesium.
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