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JP7240706B2 - Agglomerated granulating active material and soil improvement method using the same - Google Patents
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JP7240706B2 - Agglomerated granulating active material and soil improvement method using the same - Google Patents

Agglomerated granulating active material and soil improvement method using the same Download PDF

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JP7240706B2
JP7240706B2 JP2018203909A JP2018203909A JP7240706B2 JP 7240706 B2 JP7240706 B2 JP 7240706B2 JP 2018203909 A JP2018203909 A JP 2018203909A JP 2018203909 A JP2018203909 A JP 2018203909A JP 7240706 B2 JP7240706 B2 JP 7240706B2
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幸三 青野
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株式会社ソイルリサイクル工業
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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
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Description

本発明は、特に粘性シルト土の如き排水性の低下した土を凝集して粒状化を促進させる凝集粒化活性材及びそれを用いた土壌改良方法に関する。 The present invention relates to an agglomerated granulating activator that agglomerates and promotes granulation of soil with reduced drainage, particularly cohesive silt soil, and a method for improving soil using the same.

グラウンドなどを長期に亘り使用すると、経年劣化現象により、表層が粘性シルト土となり、排水性が低下、また、表層が摩耗して砂質系シルト土が浮き出て砂漠化することがある。このような場合、グラウンドの土壌を搬出し、外部で土壌改良材と混合して搬入、或いは、新たな土壌と入れ替えるなどの土壌改良方法が採られている。 When the ground is used for a long period of time, the surface layer becomes viscous silt soil due to deterioration over time, and the drainage performance decreases. In such a case, a soil improvement method is adopted, such as carrying out the soil of the ground, mixing it with a soil improvement material and bringing it in, or replacing it with new soil.

しかしながら、土壌の搬入、搬出は近隣に粉塵をまき散らし、また、騒音等の原因にもなっている。従って、土壌の搬出、搬入を極力抑えて土壌改良を行なう方法が望まれている。 However, carrying in and out of soil scatters dust in the neighborhood and causes noise and the like. Therefore, there is a demand for a method of improving soil while minimizing the carrying out and carrying in of soil.

本発明は、粘性シルト土の如き排水性の低下した土を凝集して粒状化を促進させる凝集粒化活性材及びそれを用い、土壌の搬出、搬入を極力抑えた土壌改良方法を提供することである。 The present invention provides agglomerating and granulating active material that agglomerates and promotes granulation of soil with reduced drainage such as cohesive silt soil, and a method for improving soil that minimizes carrying out and carrying in soil using the same. is.

本発明に係る凝集粒化活性材は、
酸化マグネシウムと酸化カルシウムを合計量で60質量%以上、残部実質的に水分である粉末からなる。
The agglomerated granulated active material according to the present invention is
The powder is composed of magnesium oxide and calcium oxide in a total amount of 60% by mass or more, and the remainder being substantially water.

前記粉末は、
前記酸化マグネシウムを40質量%~60質量%、
前記酸化カルシウムを15質量%~35質量%含有することが望ましい。
The powder is
40% by mass to 60% by mass of the magnesium oxide,
It is desirable to contain 15% by mass to 35% by mass of calcium oxide.

前記粉末は、比表面積(ブレーン値)が5000~7000cm/gであることが望ましい。 The powder preferably has a specific surface area (Blaine value) of 5000 to 7000 cm 2 /g.

また、本発明の土壌改良方法は、
改良すべき土壌の表層土に上記凝集粒化活性材を散布する工程、
前記表層土を撹拌し、前記表層土と前記凝集粒化活性材を混合する工程、
前記表層土と前記凝集粒化活性材を含む土壌を転圧する工程、
とを含んでいる。
In addition, the soil improvement method of the present invention is
A step of spraying the above-mentioned agglomerate-granulated active material on the surface soil of the soil to be improved;
agitating the surface soil to mix the surface soil and the agglomerated granulated active material;
a step of rolling the soil containing the surface soil and the agglomerated active material;
and

さらに、本発明の土壌改良方法は、
改良すべき土壌の表層土を掘削し、篩いをかける工程、
得られた表層土に上記凝集粒化活性材を混合する工程、
前記凝集粒化活性材と混合された前記表層土を土壌に戻し、転圧する工程、
とを含んでいる。
Furthermore, the soil improvement method of the present invention is
excavating and sieving the topsoil of the soil to be improved;
A step of mixing the above-mentioned agglomerated granulated active material with the obtained surface soil;
returning the surface soil mixed with the agglomerated granulating active material to the soil and rolling it;
and

本発明に係る凝集粒化活性材は、土壌に有害にはならない酸化マグネシウム及び酸化カルシウムを主成分として含む粉末から構成されるため、使用上の問題はない。また、これら成分は、アルカリ性であり、酸性ではないため、土壌との混合の際に攪拌機などの金属部分を腐食させる虞もない。 Since the agglomerated granulated active material according to the present invention is composed of powder containing magnesium oxide and calcium oxide as main components which are not harmful to soil, there is no problem in use. In addition, since these components are alkaline and not acidic, there is no risk of corroding metal parts such as a stirrer when mixed with soil.

本発明に係る凝集粒化活性材は、土壌に散布して土壌と撹拌することで、粘性シルト土を凝集して団粒化することができる。これにより、水捌けの悪い粘土性の土で覆われていた土壌を、透水性にすぐれる水捌けのよい土壌に改良することができる。さらに、本発明に係る凝集粒化活性材は、酸化マグネシウムと酸化カルシウムにより、土壌中に含まれる鉛、カドミウム、水銀、ヒ素セレン、ホウ素、フッ素、六価クロムなどの第二種特定有害物質を吸収して不溶化させることができ、これらの溶出を抑えることができ、土壌の無害化を達成できる。 The agglomerated granule-forming activator according to the present invention can coagulate and aggregate the viscous silt soil by spraying it on the soil and stirring it with the soil. As a result, soil covered with poorly drained clay soil can be improved into soil with excellent water permeability and good drainage. Furthermore, the agglomerated granulated active material according to the present invention removes class II specified hazardous substances such as lead, cadmium, mercury, arsenic selenium, boron, fluorine, and hexavalent chromium contained in soil by magnesium oxide and calcium oxide. They can be absorbed and insolubilized, and their elution can be suppressed, and detoxification of the soil can be achieved.

本発明の土壌改良方法によれば、改良すべき土壌に上記凝集粒化活性材を散布して、土壌と撹拌、混合することで、土壌の改良を行なうことができる。従って、土壌の搬出、搬入を極力抑えることができ、粉塵や騒音の発生も抑えられる。 According to the soil improvement method of the present invention, the soil to be improved can be improved by spraying the above-described agglomerated activator on the soil and stirring and mixing with the soil. Therefore, it is possible to minimize the carrying out and carrying in of the soil, and also suppress the generation of dust and noise.

図1は、土壌の断面図であって、(a)は改良前の土壌、(b)は改良後の土壌を示している。FIG. 1 is a sectional view of soil, where (a) shows the soil before improvement and (b) shows the soil after improvement. 図2は、本発明の土壌改良方法に用いられる重機の一例を示している。FIG. 2 shows an example of heavy machinery used in the soil improvement method of the present invention.

<凝集粒化活性材>
本発明に係る凝集粒化活性材は、酸化マグネシウムと酸化カルシウムを合計量で60質量%以上、残部実質的に水分である粉末から構成することができる。酸化マグネシウム及び酸化カルシウムは、アルカリ性材料であって、土壌中の水分や無機成分と水和反応することにより、粘性シルト土を凝集させて、団粒化させることができる。
<Agglomerated granule activator>
The agglomerated granulated active material according to the present invention can be composed of a powder containing magnesium oxide and calcium oxide in a total amount of 60% by mass or more and the remainder being substantially water. Magnesium oxide and calcium oxide are alkaline materials, and by hydration reaction with moisture and inorganic components in the soil, the cohesive silt soil can be aggregated and granulated.

粉末は、酸化マグネシウムを40質量%~60質量%、酸化カルシウムを15質量%~35質量%含有することが望ましく、酸化マグネシウムを45質量%~55質量%、酸化カルシウムを20質量%~30質量%含有することがより望ましい。 The powder preferably contains 40% to 60% by mass of magnesium oxide and 15% to 35% by mass of calcium oxide, and 45% to 55% by mass of magnesium oxide and 20% to 30% by mass of calcium oxide. % is more desirable.

凝集粒化活性材は、粉末の比表面積(ブレーン値)が5000~7000cm/gとなるように調整することが、粘性シルト土との混合やこれらの凝集、団粒化に効果的であり、また、散布にも好適である。粉末の比表面積(ブレーン値)は6000~6500cm/gとすることがより望ましい。 The agglomerated granulated activator should be adjusted so that the specific surface area (Blaine value) of the powder is 5000 to 7000 cm 2 /g. , and also suitable for spraying. More preferably, the powder has a specific surface area (Blaine value) of 6000 to 6500 cm 2 /g.

図1は、土壌の改良前後の断面図である。土壌はグラウンドを例示できる。図1(a)は、改良前の土壌を示している。図に示すように、一般的な土壌は、基盤10の上に砕石層11、表層土12を積層して構成される。そして、土壌は長期に亘り使用すると、経年劣化現象により、表層が粘性シルト土となり、排水性が低下、また、表層が摩耗して砂質系シルト土が浮き出て砂漠化すると共に、図に示すように表面に凹凸やぬかるみが発生し易い状態となる。 FIG. 1 is a cross-sectional view before and after soil improvement. Soil can exemplify ground. FIG. 1(a) shows the soil before improvement. As shown in the figure, typical soil is composed of a base 10, a crushed stone layer 11, and a top layer of soil 12 layered on top. When the soil is used for a long period of time, the surface layer becomes viscous silt soil due to deterioration over time, and the drainage performance decreases. As shown in the figure, unevenness and mud are likely to occur on the surface.

このような土壌に対し、まず、表面をレーキやローラーを用いて整地する。なお、土壌の排水能力を高めるために、図1(b)に示すように、縦掘暗渠穴14を砕石層11を貫通して基盤10に届く深さで複数形成し、砂や砕石など、排水性の高い材料15を充填しておくことが望ましい。 First, the surface of such soil is leveled using a rake or roller. In addition, in order to improve the drainage capacity of the soil, as shown in FIG. It is desirable to fill the material 15 with high drainage.

そして、上記した凝集粒化活性材を表層土12の表面に散布する。凝集粒化活性材は、1平方メートル当たり、2~4kg程度散布することが好適である。もちろん、土壌の状態によって、散布する凝集粒化活性材の量は増減することができる。 Then, the above-described agglomerated granulated activator is spread over the surface of the topsoil 12 . It is preferable to spray about 2 to 4 kg of agglomerated active material per square meter. Of course, depending on the condition of the soil, the amount of agglomerated active material applied can be increased or decreased.

凝集粒化活性材を表層土12の全体に敷均した後、凝集粒化活性材と共に表層土12を掘り返して撹拌、混合する。表層土12は、深さ約50mm~150mm程度まで掘り起こすことが好ましい。凝集粒化活性材を表層土12と混合することで、凝集粒化活性材は、水分や無機成分と水和反応することにより、粘性シルト土や砂質系シルト土を凝集させて、団粒化させることができる。さらに、本発明の凝集粒化活性材は、含有される酸化マグネシウムと酸化カルシウムにより、表層土12に含まれる鉛、カドミウム、水銀、ヒ素セレン、ホウ素、フッ素、六価クロムなどの第二種特定有害物質を吸収して不溶化させることができ、これらの溶出を抑えることができ、表層土12の無害化を達成できる。 After the agglomerated and granulated active material is spread evenly over the surface soil 12, the surface soil 12 is dug up together with the agglomerated and granulated active material to stir and mix. It is preferable to excavate the topsoil 12 to a depth of about 50 mm to 150 mm. By mixing the agglomerating activator with the surface soil 12, the aggregating and granulating activator undergoes a hydration reaction with moisture and inorganic components to agglomerate the cohesive silt soil and the sandy silt soil to form aggregates. can be made Furthermore, the agglomerated granulated activator of the present invention has second-class specificity such as lead, cadmium, mercury, arsenic selenium, boron, fluorine, and hexavalent chromium contained in the surface soil 12 depending on the contained magnesium oxide and calcium oxide. It can absorb and insolubilize harmful substances, suppress their elution, and render the surface soil 12 harmless.

表層土12に凝集粒化活性材を撹拌、混合した後、図1(b)に示すように、表層土12が平らになるようにレーキやブルドーザー、ワイドタイヤローラーなどのローラーを用いて整地すればよい。 After stirring and mixing the aggregated and granulated activator with the topsoil 12, as shown in FIG. Just do it.

本発明の凝集粒化活性材により団粒化した表層土12は、透水性、排水性にすぐれるから水捌けのよいグラウンドを提供することができる。また、本発明の土壌改良方法では、凝集粒化活性材は搬入する必要があるが、土壌の搬出、搬入を極力抑えることができるため、粉塵や騒音の発生を抑えることができ、また、工期短縮を図ることができる。さらに、表層土12中の第二種特定有害物質を不溶化して無害化することができるから、整地後に安心してグラウンド等を利用できる。 The surface soil 12 aggregated by the agglomerated granule activating material of the present invention is excellent in water permeability and drainage, so it can provide a well-drained ground. In addition, in the soil improvement method of the present invention, it is necessary to carry in the agglomerated active material, but since the carry-out and carry-in of the soil can be suppressed as much as possible, the generation of dust and noise can be suppressed, and the construction period can be reduced. can be shortened. Furthermore, since the second-class specified hazardous substances in the surface soil 12 can be insolubilized and rendered harmless, the ground can be used without anxiety after leveling.

また、本発明の土壌改良方法は、図2に示すように、大型の重機を搬入することができるグラウンドであれば、より効果的に作業を行なうことができる。図2は、土壌改良作業に用いられる重機の一部を示しており、左から順にショベルカー20、粉砕・篩機30、混合・戻し機40である。 In addition, as shown in FIG. 2, the soil improvement method of the present invention can work more effectively if it is a ground where a large heavy machine can be carried in. FIG. 2 shows part of the heavy equipment used for soil improvement work, which is an excavator 20, a crusher/sifter 30, and a mixer/reconstituter 40 in order from the left.

粉砕・篩機30は、ショベルカー20により掘り起こされた表層土12を粉砕して、所望の粗さに篩う機能を有する。たとえば、表層土12は、5mm目~40mm目に篩うことが好適である。そして、粉砕・篩機30は、コンベア31を有し、篩われた表層土12を先端から送出する。 The pulverizer/sifter 30 has a function of pulverizing the surface soil 12 dug up by the excavator 20 and sieving it to a desired roughness. For example, the topsoil 12 is preferably sieved from 5 mm to 40 mm. The crushing/sieving machine 30 has a conveyor 31 and delivers the sifted surface soil 12 from the tip.

混合・戻し機40は、本発明の凝集粒化活性材と表層土12を混合し、土壌に戻す機能を有する。具体的には、混合・戻し機40は、凝集粒化活性材を収容するパケット41を有し、粉砕・篩機30から送出された表層土12に凝集粒化活性材を投入し、螺旋状のスクリューが収容された混合部42を通過する間に凝集粒化活性材と表層土12を混合する。表層土12に投入される凝集粒化活性材の量は、コンピューター制御により調整することができ、凝集粒化活性材の混合比率はたとえば1%刻みで自由に設定することができる。混合部42により凝集粒化活性材が混合された表層土12は、混合・戻し機40の先端に設けられたコンベア43から送出され、土壌に戻される。 The mixing/returning machine 40 has a function of mixing the agglomerated granulated active material of the present invention and the surface soil 12 and returning the mixture to the soil. Specifically, the mixing/returning machine 40 has a packet 41 containing the agglomerated active material, and puts the agglomerated active material into the surface soil 12 delivered from the pulverizer/sieving machine 30 to form a spiral shape. The agglomerated and granulated active material and the surface soil 12 are mixed while passing through the mixing section 42 in which the screw is housed. The amount of the agglomerated activator to be put into the topsoil 12 can be adjusted by computer control, and the mixing ratio of the agglomerated activator can be freely set, for example, in increments of 1%. The surface soil 12 mixed with the agglomerated and granulated active material by the mixing unit 42 is delivered from the conveyor 43 provided at the tip of the mixer/returner 40 and returned to the soil.

上記ショベルカー20、粉砕・篩機30及び混合・戻し機40を用いた土壌改良作業は、まずショベルカー20で表層土12を掘削し、粉砕・篩機30に投入する。粉砕・篩機30は、表層土12を粉砕しつつ篩うことで、所望の粒径まで表層土12を微粒化する。そして、粉砕・篩機30で粉砕された表層土12は、コンベア31から混合・戻し機40に送出され、パケット41から所定の混合比率で導入される凝集粒化活性材と混合部42にて混合され、コンベア43から土壌に戻される。表層土12は、凝集粒化活性材と混合されることで、水分や無機成分と水和反応することにより、粘性シルト土や砂質系シルト土が凝集し、団粒化する。得られた表層土12は、図1(b)に示すように、平らになるようにレーキやブルドーザー、ワイドタイヤローラーなどのローラーを用いて整地すればよい。 In the soil improvement work using the excavator 20 , the crusher/sifter 30 and the mixer/returner 40 , the surface soil 12 is first excavated by the excavator 20 and put into the crusher/sifter 30 . The pulverizer/sifter 30 pulverizes and sieves the surface soil 12 to atomize the surface soil 12 to a desired particle size. Then, the surface soil 12 pulverized by the pulverizer/sifter 30 is sent from the conveyor 31 to the mixer/returner 40, and is mixed with the agglomerated granulated active material introduced from the packet 41 at a predetermined mixing ratio in the mixing unit 42. It is mixed and returned from the conveyor 43 to the soil. When the surface soil 12 is mixed with the agglomerating activator, the cohesive silt soil and the sandy silt soil are agglomerated and aggregated by hydration reaction with moisture and inorganic components. As shown in FIG. 1(b), the obtained surface soil 12 may be leveled using a rake, a bulldozer, a roller such as a wide tire roller, or the like.

本実施形態に係る土壌改良方法によれば、表層土12の掘削から整地までの作業を連続して行なうことができ、非常に効率がよく、粉塵や騒音の発生を抑え、工期短縮も達成できる。 According to the soil improvement method according to the present embodiment, the work from excavating the surface soil 12 to leveling the ground can be performed continuously, which is very efficient, suppresses the generation of dust and noise, and shortens the construction period. .

改良された土壌は、透水性、排水性にすぐれるから水捌けのよいグラウンドを提供することができる。 Since the improved soil has excellent water permeability and drainage, it can provide a well-drained ground.

上記実施例の説明は、本発明を説明するためのものであって、特許請求の範囲に記載の発明を限定し、或は範囲を減縮する様に解すべきではない。又、本発明の各構成要素は上記実施例に限らず、特許請求の範囲に記載の技術的範囲内で種々の変形が可能であることは勿論である。 The above description of the embodiments is for the purpose of explaining the present invention, and should not be construed as limiting the invention described in the claims or narrowing the scope. Further, each component of the present invention is not limited to the above-described embodiment, and of course various modifications are possible within the technical scope described in the claims.

12 表層土
20 ショベルカー
30 粉砕・篩機
40 混合・戻し機
12 Surface soil 20 Excavator 30 Crusher/sifter 40 Mixer/returner

Claims (3)

酸化マグネシウムを40質量%~60質量%、酸化カルシウムを15質量%~35質量%、且つ、前記酸化マグネシウムと前記酸化カルシウムを合計量で60質量%以上含有し、残部実質的に水分である粉末からなり、
前記粉末は、比表面積(ブレーン値)が5000~7000cm2/gであって、
グラウンドの土壌に散布して前記土壌と撹拌することで、前記土壌に含まれる粘性シルト土を凝集して団粒化する、凝集粒化活性材。
A powder containing 40% to 60% by mass of magnesium oxide, 15% to 35% by mass of calcium oxide, a total of 60% by mass or more of the magnesium oxide and the calcium oxide, and the balance being substantially water. consists of
The powder has a specific surface area (Blaine value) of 5000 to 7000 cm2/g,
An agglomerating active material that agglomerates and agglomerates viscous silt soil contained in the soil by spraying it on the soil of the ground and agitating it with the said soil.
土壌改良方法であって、
改良すべき土壌の表層土に請求項1に記載の凝集粒化活性材を散布する工程、
前記表層土を撹拌し、前記表層土と前記凝集粒化活性材を混合する工程、
前記表層土と前記凝集粒化活性材を含む土壌を転圧する工程、
とを含んでいる土壌改良方法。
A soil improvement method comprising:
A step of spraying the agglomerated active material according to claim 1 on the surface soil of the soil to be improved;
agitating the surface soil to mix the surface soil and the agglomerated granulated active material;
a step of rolling the soil containing the surface soil and the agglomerated active material;
A soil amendment method comprising:
土壌改良方法であって、
改良すべき土壌の表層土を掘削し、篩いをかける工程、
得られた表層土に請求項1に記載の凝集粒化活性材を混合する工程、
前記凝集粒化活性材と混合された前記表層土を土壌に戻し、転圧する工程、
とを含んでいる土壌改良方法。
A soil improvement method comprising:
excavating and sieving the topsoil of the soil to be improved;
mixing the obtained surface soil with the agglomerated granulated active material according to claim 1 ;
returning the surface soil mixed with the agglomerated granulating active material to the soil and rolling it;
A soil amendment method comprising:
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Publication number Priority date Publication date Assignee Title
JP2001123409A (en) 1999-10-26 2001-05-08 Soil Recycle Kogyo:Kk Method for improving pavement soil
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JP2007161838A (en) 2005-12-13 2007-06-28 Ube Material Industries Ltd Soil hardening material
JP2007161839A (en) 2005-12-13 2007-06-28 Ube Material Industries Ltd Soil hardening material
JP2013170189A (en) 2012-02-20 2013-09-02 Kajima Corp Soil stabilizer and soil stabilization method

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Publication number Priority date Publication date Assignee Title
JPH05255911A (en) * 1992-03-09 1993-10-05 Maruken Doro Kk Soil improving method for surface soil of clay sports facility
JPH10219246A (en) * 1997-02-06 1998-08-18 Chichibu Onoda Cement Corp Solidification material for organic soft ground

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001123409A (en) 1999-10-26 2001-05-08 Soil Recycle Kogyo:Kk Method for improving pavement soil
JP2004330018A (en) 2003-05-02 2004-11-25 Amusu Engineering:Kk Solidification / insolubilizer and method for solidification / insolubilization for soil, incineration ash, coal ash, and gypsum board waste
JP2007161838A (en) 2005-12-13 2007-06-28 Ube Material Industries Ltd Soil hardening material
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JP2013170189A (en) 2012-02-20 2013-09-02 Kajima Corp Soil stabilizer and soil stabilization method

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