JPH04252289A - Soil stabilizing material - Google Patents
Soil stabilizing materialInfo
- Publication number
- JPH04252289A JPH04252289A JP919491A JP919491A JPH04252289A JP H04252289 A JPH04252289 A JP H04252289A JP 919491 A JP919491 A JP 919491A JP 919491 A JP919491 A JP 919491A JP H04252289 A JPH04252289 A JP H04252289A
- Authority
- JP
- Japan
- Prior art keywords
- soil
- water
- activated carbon
- stabilizing material
- composite
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000002689 soil Substances 0.000 title claims abstract description 46
- 230000000087 stabilizing effect Effects 0.000 title claims abstract description 21
- 239000000463 material Substances 0.000 title claims description 16
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 32
- 239000011347 resin Substances 0.000 claims abstract description 22
- 229920005989 resin Polymers 0.000 claims abstract description 22
- 239000002131 composite material Substances 0.000 claims abstract description 16
- 239000011148 porous material Substances 0.000 claims abstract description 5
- 239000002250 absorbent Substances 0.000 claims description 11
- 230000002745 absorbent Effects 0.000 claims description 11
- 239000008187 granular material Substances 0.000 claims description 9
- 239000000835 fiber Substances 0.000 claims description 8
- 239000002657 fibrous material Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 23
- 239000003583 soil stabilizing agent Substances 0.000 abstract description 4
- 238000010521 absorption reaction Methods 0.000 abstract description 3
- 239000007787 solid Substances 0.000 abstract description 2
- 229910052799 carbon Inorganic materials 0.000 abstract 2
- 238000000034 method Methods 0.000 description 11
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 8
- 239000000203 mixture Substances 0.000 description 8
- 229920000578 graft copolymer Polymers 0.000 description 7
- 239000000843 powder Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- JIAARYAFYJHUJI-UHFFFAOYSA-L Zinc chloride Inorganic materials [Cl-].[Cl-].[Zn+2] JIAARYAFYJHUJI-UHFFFAOYSA-L 0.000 description 4
- -1 Zinc chloride-activated activated carbon Chemical class 0.000 description 4
- 235000005074 zinc chloride Nutrition 0.000 description 4
- 239000011592 zinc chloride Substances 0.000 description 4
- 230000004913 activation Effects 0.000 description 3
- 239000003610 charcoal Substances 0.000 description 3
- 229920000058 polyacrylate Polymers 0.000 description 3
- 229920000642 polymer Polymers 0.000 description 3
- 239000004372 Polyvinyl alcohol Substances 0.000 description 2
- 230000003213 activating effect Effects 0.000 description 2
- 239000003463 adsorbent Substances 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 229920002451 polyvinyl alcohol Polymers 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- KZBUYRJDOAKODT-UHFFFAOYSA-N Chlorine Chemical compound ClCl KZBUYRJDOAKODT-UHFFFAOYSA-N 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000013162 Cocos nucifera Nutrition 0.000 description 1
- 244000060011 Cocos nucifera Species 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229920000881 Modified starch Polymers 0.000 description 1
- 239000004368 Modified starch Substances 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- 229910021536 Zeolite Inorganic materials 0.000 description 1
- BAPJBEWLBFYGME-UHFFFAOYSA-N acrylic acid methyl ester Natural products COC(=O)C=C BAPJBEWLBFYGME-UHFFFAOYSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 239000008280 blood Substances 0.000 description 1
- 210000004369 blood Anatomy 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000010000 carbonizing Methods 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 229920001577 copolymer Polymers 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000000887 hydrating effect Effects 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 229920005610 lignin Polymers 0.000 description 1
- 239000003077 lignite Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 235000019426 modified starch Nutrition 0.000 description 1
- 239000002808 molecular sieve Substances 0.000 description 1
- 230000000877 morphologic effect Effects 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 235000011837 pasties Nutrition 0.000 description 1
- 229920002401 polyacrylamide Polymers 0.000 description 1
- 229920002239 polyacrylonitrile Polymers 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 235000019685 rice crackers Nutrition 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000000741 silica gel Substances 0.000 description 1
- 229910002027 silica gel Inorganic materials 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- URGAHOPLAPQHLN-UHFFFAOYSA-N sodium aluminosilicate Chemical compound [Na+].[Al+3].[O-][Si]([O-])=O.[O-][Si]([O-])=O URGAHOPLAPQHLN-UHFFFAOYSA-N 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 239000010457 zeolite Substances 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、土壌中の水を吸収する
のに顕著な効果を有する土壌安定化材に関し、詳しくは
、たとえば土壌の中に混入して用いられ、土壌中の水を
吸収し、土壌の形態を固定、安定化させることができる
土壌安定化材に関するものである。[Field of Industrial Application] The present invention relates to a soil stabilizing material that has a remarkable effect on absorbing water in soil. This invention relates to a soil stabilizing material that can absorb, fix and stabilize the form of soil.
【0002】0002
【従来の技術】土壌は、乾燥状態では形態が安定してい
るものであるが、いったん、降雨などで水を含んだ状態
となると、安定性が悪く流動しやすいものに変化する。
例えば、坂路や急な傾斜地などでは、砂や土砂が流れる
といった問題があった。また、土木工事などで生じる含
水土壌は流動性に富むため、例えば、トラックやダンプ
などによる搬出作業が困難であったり、ベルトコンベア
搬送時に、ベルトの両端から落ちるなどの問題があった
。かかる問題に対し、近年、土壌安定化剤として、水ガ
ラス系の薬剤を用い、その接着力により塊状物に安定化
させる方法、セメントや石灰のような無機質水和剤を用
い、その水和作用により安定化する方法、デンプンやア
クリル酸の架橋体からなる高分子高吸水性樹脂により凝
固改良する方法などが数多く開発されている。しかしな
がら、セメント系固化材は強いアルカリ性のため、土砂
の取扱いが問題となる。また、高分子高吸水性樹脂など
はその自重の数百倍もの水が吸収できるものの、水分を
吸収した後は糊状化し、土壌を十分に固定、安定化し得
ないなどという問題があった。BACKGROUND OF THE INVENTION Soil is stable in its form when dry, but once it becomes saturated with water due to rainfall, it becomes less stable and more fluid. For example, there is a problem with sand and dirt flowing on slopes and steep slopes. In addition, since the hydrated soil produced in civil engineering works has high fluidity, it is difficult to carry it out by truck or dump truck, and there are problems in that it falls off both ends of the belt when being transported by a belt conveyor. In order to solve this problem, in recent years, as soil stabilizers, water glass-based agents have been used to stabilize the lumps with their adhesive strength, and inorganic hydrating agents such as cement and lime have been used to improve their hydration effects. A number of methods have been developed, including stabilization methods and methods for improving coagulation using polymer superabsorbent resins made of crosslinked starch and acrylic acid. However, since cement-based solidifying materials are strongly alkaline, handling of earth and sand becomes a problem. Furthermore, although polymer superabsorbent resins can absorb several hundred times their own weight in water, they have the problem of becoming pasty after absorbing water and not being able to sufficiently fix and stabilize soil.
【0003】0003
【発明が解決しようとする課題】本発明は、上述のよう
な問題点を解決することを目的とする。すなわち、本発
明は土壌中の水分を吸収でき、かつ土壌の形態を固定、
安定化する効果の高い土質改良材を提供せんとするもの
である。SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned problems. In other words, the present invention can absorb water in the soil, fix the soil morphology, and
The purpose is to provide a soil improvement material with a high stabilizing effect.
【0004】0004
【課題を解決するための手段】上記した目的を達成する
ために、本発明は、次の構成を有する。Means for Solving the Problems In order to achieve the above object, the present invention has the following configuration.
【0005】すなわち、本発明の土壌安定化材は、高吸
水性樹脂の少なくとも一部が活性炭の多孔内に入り込ん
だ構造を有する、高吸水性樹脂と活性炭との複合一体化
物よりなり、かつ、粒状、塊状、柱状または繊維状の形
態を呈してなる土壌安定化材である。That is, the soil stabilizing material of the present invention is made of a composite integrated product of a super absorbent resin and activated carbon, and has a structure in which at least a part of the super absorbent resin has entered the pores of the activated carbon. It is a soil stabilizing material that has a granular, lumpy, columnar or fibrous form.
【0006】また、かかる本発明の土壌安定化剤におい
て、より好ましくは、繊維状物が含有されていることを
特徴とするものである。[0006] Furthermore, the soil stabilizer of the present invention is more preferably characterized in that it contains a fibrous material.
【0007】[0007]
【作用】以下、さらに詳しく本発明について説明をする
。本発明の土壌安定化材は、粒状または塊状または柱状
あるいいは繊維状形態の活性炭と高吸水性樹脂との複合
一体化された土壌安定化材であり、かかる複合一体化に
より、高吸水性樹脂部が水分を吸収した後も、活性炭と
強固に結合しており、土壌の安定化効果が高く、単に高
吸水性樹脂を用いた提案とは思想、方法とも全く異なる
ものである。[Operation] The present invention will be explained in more detail below. The soil stabilizing material of the present invention is a soil stabilizing material in which activated carbon in the form of granules, blocks, columns, or fibers is integrated into a composite with a super absorbent resin. Even after the resin part absorbs water, it is strongly bonded to the activated carbon, which has a high soil stabilizing effect, and is completely different in concept and method from proposals that simply use superabsorbent resin.
【0008】本発明において、活性炭は、木材、のこぎ
りクズ、ヤシの実のカラ、リグニン、牛の骨、血液、亜
炭、カッ炭、デイ炭、石炭、その他有機質繊維など、い
ずれの原料からなるものでもよいが、その形態としては
、粒状または塊状または柱状または繊維状形態のものが
、本発明の目的に用いることのできるものであり、粉状
のものは適さない。粒状または塊状または柱状形態での
大きさとしては、径もしくは長さが1〜300mmが好
ましいが、より好ましくは5〜100mmの範囲のもの
が優れた効果が得られるので望ましい。また、径に比し
て長さがより長い繊維状形態のものも繊維状活性炭同志
が相互に絡み合うことができるので好ましい形態である
。繊維状の形態の場合、径は1mm未満などの非常に細
いものでよく、ミクロン単位のものから数10〜数10
0ミクロンのものであってもよい。かかる繊維状活性炭
の製造方法としては、原料繊維を炭化した後、活性化し
て得ることができる。例えば、粉砕した木炭粉をタール
、ピッチなどを結合剤として適宜の粒状あるいは塊状な
どに成型し、乾燥、焼成、賦活する方法で得られる。
賦活は水蒸気賦活による方法、薬品賦活による方法、空
気や塩素ガス中などで酸化する方法などを用いることが
できる。また、かかる活性炭の他、ゼオライト、活性ア
ルミナ、モレキュラーシーブス、シリカゲル、シリカア
ルミナなどを混合して用いてもよい。[0008] In the present invention, the activated carbon may be made of any raw material such as wood, sawdust, coconut shell, lignin, cow bone, blood, lignite, copper charcoal, day charcoal, coal, or other organic fibers. However, as for its form, granular, lumpy, columnar or fibrous forms can be used for the purpose of the present invention, and powder forms are not suitable. As for the size of the granular, lumpy, or columnar form, the diameter or length is preferably 1 to 300 mm, more preferably 5 to 100 mm because excellent effects can be obtained. Further, a fibrous activated carbon having a longer length than its diameter is also a preferable form because the fibrous activated carbon can be entangled with each other. In the case of a fibrous form, the diameter may be very thin, such as less than 1 mm, and the diameter may be from several tens to several tens of microns.
It may be 0 micron. Such fibrous activated carbon can be produced by carbonizing raw material fibers and then activating them. For example, it can be obtained by forming pulverized charcoal powder into appropriate granules or lumps using tar, pitch, or the like as a binder, drying, firing, and activating the powder. For activation, a method using steam activation, a method using chemical activation, a method using oxidation in air or chlorine gas, etc. can be used. In addition to such activated carbon, zeolite, activated alumina, molecular sieves, silica gel, silica alumina, etc. may be mixed and used.
【0009】また、高吸水性樹脂としては、水不溶性の
、例えば、変成デンプン、セルロース系、デンプン−ア
クリルニトリルグラフト共重合体、ポリアクリロニトリ
ル誘導体、ポリアクリルアミド系およびポリアクリル酸
塩系、酢酸ビニル/アクリル酸メチルコポリマー鹸化系
、架橋ポリアクリル酸塩ポリビニルアルコール共重合体
等の吸水能力の極めて大きい高吸水性樹脂を用いること
ができる。中でも、デンプン−アクリルニトリルグラフ
ト共重合体、架橋ポリアクリル酸塩ポリビニルアルコー
ル共重合体は吸水能力が高く好ましく用いることができ
る。[0009] As the super absorbent resin, water-insoluble resins such as modified starch, cellulose type, starch-acrylonitrile graft copolymer, polyacrylonitrile derivative, polyacrylamide type and polyacrylate type, vinyl acetate/ Super absorbent resins with extremely high water absorption capacity, such as saponified methyl acrylate copolymers and crosslinked polyacrylate polyvinyl alcohol copolymers, can be used. Among them, starch-acrylonitrile graft copolymers and crosslinked polyacrylate polyvinyl alcohol copolymers have high water absorption ability and can be preferably used.
【0010】これらの高分子高吸水性樹脂は、単独ある
いは2種以上混合して用いてもよい。These polymer superabsorbent resins may be used alone or in combination of two or more.
【0011】本発明の土壌安定化材は、かかる活性炭と
高吸水性樹脂との複合一体化物として構成されたもので
あり、該高吸水性樹脂の少なくとも一部が上記活性炭の
多孔内に入り込んだ構造を有することを特徴とするもの
である。かかる構成により、詳細な理由は定かではない
が、高吸水性樹脂が水を吸収した後も、糊状ではなく形
態がしっかりした構造のものとなり、土壌の安定化に及
ぼす効果は高いものとなる。The soil stabilizing material of the present invention is constructed as a composite integrated product of the activated carbon and the super absorbent resin, and at least a part of the super absorbent resin has entered the pores of the activated carbon. It is characterized by having a structure. Due to this structure, the detailed reason is not clear, but even after the superabsorbent resin absorbs water, it becomes a solid structure rather than a paste-like one, and has a high effect on stabilizing the soil. .
【0012】かかる活性炭と高吸水性樹脂との複合一体
化割合は、活性炭/高吸水性樹脂=20/80〜80/
20の含量割合(容積比率)が好ましい。[0012] The composite integration ratio of activated carbon and super absorbent resin is activated carbon/super absorbent resin = 20/80 to 80/
A content ratio (volume ratio) of 20 is preferred.
【0013】また、かかる複合一体化方法は、特に限定
されるものではなく、例えば、ライカキ機、攪拌機、ニ
ーダのような機器を用いて、適量の水等の液体を加え、
攪拌しながら混合する方法、練り込みながら混合する方
法、あるいは、両成分を高湿度状態下で吸水させ、複合
一体化させるなどの方法を用いることができる。こうし
て、複合一体化したものを、たとえば、顆粒状、粒状、
塊状、柱状または繊維状などの適宜の形状に成型した後
、乾燥させることによって得ることができる。また、複
合一体化物の形状は、これら複数種の混在したものや不
定形のもの、大小の混在したもの・各種形状の混在した
ものなどであってもよい。こうして得られた複合一体化
混合物は、もはや元のそれぞれ単独の形態に戻ることな
く、強固に結合した構造のものとなっている。かかる複
合一体化成型の過程において、天然繊維、合成繊維など
からなる繊維状物を混合すると、多量の水分を吸収した
後も、形態が安定したものとなり、土壌の安定化効果も
優れるので特に好ましい。かくして、本発明の土壌安定
化材は、坂路や斜面地などの砂や土砂が流れ易い場所の
土砂流出防止として、また、土木工事などで発生する各
種の軟弱土壌・地盤の安定化として、その形態を安定・
固定化するのに好ましく用いることができるものである
。[0013] Further, such a composite integration method is not particularly limited, and for example, using equipment such as a rice cracker, a stirrer, or a kneader, adding an appropriate amount of liquid such as water,
A method of mixing while stirring, a method of mixing while kneading, or a method of making both components absorb water under a high humidity condition and combining them into a composite body can be used. In this way, the composite and integrated product can be made into, for example, granular, granular,
It can be obtained by molding into an appropriate shape such as a lump, a column, or a fiber, and then drying it. Further, the shape of the composite integrated product may be a mixture of a plurality of these types, an amorphous shape, a mixture of sizes, a mixture of various shapes, etc. The thus obtained composite integrated mixture no longer returns to its original individual form, but has a strongly bonded structure. In the process of such composite integral molding, it is particularly preferable to mix fibrous materials made of natural fibers, synthetic fibers, etc., because the form remains stable even after absorbing a large amount of water, and the soil stabilizing effect is also excellent. . Thus, the soil stabilizing material of the present invention can be used to prevent soil runoff in places where sand and earth and sand easily flow, such as slopes and slopes, and to stabilize various soft soils and grounds that occur during civil engineering work. Stabilize the form
It can be preferably used for immobilization.
【0014】[0014]
【発明の効果】本発明の土壌安定化材は、高吸水性樹脂
の少なくとも一部が多孔質吸着材の多孔内に入り込んだ
構造を有する、多孔質吸着材と高吸水性樹脂との複合一
体化物であり、土壌中の水分を吸水した後にも形態がし
っかりしたものであり、土壌の流動性を抑止し、土壌の
形態を固定、安定化できるものである。Effects of the Invention The soil stabilizing material of the present invention is a composite body of a porous adsorbent and a superabsorbent resin, which has a structure in which at least a part of the superabsorbent resin enters the pores of the porous adsorbent. It is a chemical substance that maintains a firm form even after absorbing water in the soil, suppressing the fluidity of the soil, and fixing and stabilizing the form of the soil.
【0015】本発明の土壌安定化材は、土木工事などで
発生する含水土壌の軟弱な形態を固定化することができ
るので含水土壌の搬出作業を容易なものにすることがで
きる。また、坂路や傾斜地の砂や土砂の流出を防止して
、軟弱な土壌・地盤の安定化など、各種の土木工事にお
ける作業の容易化のみならず、足場の安定化、土壌の形
態の固定化、安定化に好ましく用いることができる。The soil stabilizing material of the present invention can fix the soft form of water-containing soil generated in civil engineering work, etc., and therefore can facilitate the work of transporting water-containing soil. In addition, it not only simplifies work in various civil engineering works by preventing the runoff of sand and earth from slopes and slopes, stabilizing soft soil and ground, but also stabilizing footing and fixing the soil form. , can be preferably used for stabilization.
【0016】[0016]
【実施例】以下、実施例によって本発明をさらに詳細に
説明するが、本発明はこれらの実施例によって、本発明
の有効性や権利の範囲が限定されたり、制限を受けるも
のではない。むしろ、次の応用や展開をもたらすもので
ある。なお、実施例において、「割合」は全て重量に基
づくものである。EXAMPLES The present invention will be explained in more detail with reference to examples below, but the validity and scope of the rights of the present invention are not limited or restricted by these examples. Rather, it brings about the next application and development. In addition, in the examples, all "proportions" are based on weight.
【0017】実施例1
塩化亜鉛賦活活性炭の粒状物とデンプン−アクリル酸塩
グラフト重合体粉末とを、塩化亜鉛賦活活性炭の粒状物
/デンプン−アクリル酸塩グラフト重合体粉末=30/
70の比率で用意して、これに水を加えながらニーダを
用いて練り込み混合物を作成した。かかる混合物を約1
0mm角の粒状に砕いて、乾燥機で乾燥し、粒状物を得
た。かかる粒状物は、極めて結合強力の強いものであり
、もはや単独成分には簡単には分離できない構造のもの
であった。Example 1 Zinc chloride-activated activated carbon granules and starch-acrylate graft polymer powder were mixed into zinc chloride-activated activated carbon granules/starch-acrylate graft polymer powder = 30/
A mixture was prepared at a ratio of 70% and kneaded using a kneader while adding water. Approximately 1 such mixture
It was crushed into granules of 0 mm square and dried in a dryer to obtain granules. Such granules had an extremely strong bond and had a structure that could no longer be easily separated into individual components.
【0018】こうして得られた粒状物を水分を含んで流
動しやすくなった土壌に対し、2%土壌中に混合したと
ころ、土壌の形態は安定したものとなった。比較例とし
て、実施例で用いたのと同一のデンプン−アクリル酸塩
グラフト重合体粉末を同2%、そのまま土壌中に添加混
合したが、土壌の形態安定性は実施例のものと比較し劣
っていた。When 2% of the thus obtained granular material was mixed into the soil, which contained water and became easy to flow, the morphology of the soil became stable. As a comparative example, 2% of the same starch-acrylate graft polymer powder used in the example was added and mixed directly into soil, but the morphological stability of the soil was inferior to that of the example. was.
【0019】実施例2
塩化亜鉛賦活活性炭の粒状物、デンプン−アクリル酸塩
グラフト重合体粉末、長さ10mmのポリエステル短繊
維を、塩化亜鉛賦活活性炭/デンプン−アクリル酸塩グ
ラフト重合体/ポリエステル短繊維=30/65/5の
比率で用意し、これに水を加えながら、ニーダを用いて
練り込み混合し、該スラリー状の混合物をベルト上に流
延し、熱風乾燥機で乾燥し、シート状のものを作成した
。次いで、該シート状物を短冊状に細かく裁断して、チ
ップ状形態の複合混合物を得た。こうして得られたチッ
プ状形態の複合一体化物を含水土壌中に混合したところ
、土壌の形態は安定したものとなった。Example 2 Particles of zinc chloride-activated activated carbon, starch-acrylate graft polymer powder, and 10 mm long polyester short fibers were mixed into zinc chloride-activated activated carbon/starch-acrylate graft polymer/polyester short fibers. = 30/65/5 ratio, kneaded and mixed using a kneader while adding water, and cast the slurry mixture onto a belt and dried it with a hot air dryer to form a sheet. I created something. Next, the sheet-like material was finely cut into strips to obtain a composite mixture in the form of chips. When the thus obtained composite integrated product in the form of chips was mixed into water-containing soil, the morphology of the soil became stable.
Claims (2)
多孔内に入り込んだ構造を有する、高吸水性樹脂と活性
炭との複合一体化物よりなり、かつ、粒状、塊状、柱状
または繊維状の形態を呈してなる土壌安定化材。Claim 1: Comprised of a composite integrated product of a super absorbent resin and activated carbon, in which at least a part of the super absorbent resin has entered into the pores of the activated carbon, and is in the form of granules, lumps, columns, or fibers. A soil stabilizing material that takes the form of:
る請求項1記載の土壌安定化材。2. The soil stabilizing material according to claim 1, wherein the composite material contains a fibrous material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP919491A JPH04252289A (en) | 1991-01-29 | 1991-01-29 | Soil stabilizing material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP919491A JPH04252289A (en) | 1991-01-29 | 1991-01-29 | Soil stabilizing material |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04252289A true JPH04252289A (en) | 1992-09-08 |
Family
ID=11713704
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP919491A Pending JPH04252289A (en) | 1991-01-29 | 1991-01-29 | Soil stabilizing material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04252289A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003227130A (en) * | 2001-11-30 | 2003-08-15 | Yamax Corp | Soil improving hardening fluid for soft ground, reinforcing bodies to be mixed therein, and method for improving soft ground by using soil improving hardening fluid |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5369128A (en) * | 1976-11-18 | 1978-06-20 | Sumitomo Chemical Co | Manufacture of soil material |
JPH04142390A (en) * | 1990-10-02 | 1992-05-15 | Kyoritsu House Hiile Kk | Granular soil conditioner and its manufacture |
-
1991
- 1991-01-29 JP JP919491A patent/JPH04252289A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5369128A (en) * | 1976-11-18 | 1978-06-20 | Sumitomo Chemical Co | Manufacture of soil material |
JPH04142390A (en) * | 1990-10-02 | 1992-05-15 | Kyoritsu House Hiile Kk | Granular soil conditioner and its manufacture |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003227130A (en) * | 2001-11-30 | 2003-08-15 | Yamax Corp | Soil improving hardening fluid for soft ground, reinforcing bodies to be mixed therein, and method for improving soft ground by using soil improving hardening fluid |
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