JP2010159378A - Composition and grouting method - Google Patents

Composition and grouting method Download PDF

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JP2010159378A
JP2010159378A JP2009004097A JP2009004097A JP2010159378A JP 2010159378 A JP2010159378 A JP 2010159378A JP 2009004097 A JP2009004097 A JP 2009004097A JP 2009004097 A JP2009004097 A JP 2009004097A JP 2010159378 A JP2010159378 A JP 2010159378A
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compound
water
calcium
slag
composition
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JP5545698B2 (en
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Takashi Sasaki
崇 佐々木
Kazuyuki Mizushima
一行 水島
Takayuki Higuchi
隆行 樋口
Hideo Ishida
秀朗 石田
Ryoetsu Yoshino
亮悦 吉野
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Denka Co Ltd
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Denki Kagaku Kogyo KK
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/06Aluminous cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/005Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing gelatineous or gel forming binders, e.g. gelatineous Al(OH)3, sol-gel binders
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/06Inhibiting the setting, e.g. mortars of the deferred action type containing water in breakable containers ; Inhibiting the action of active ingredients
    • C04B40/0641Mechanical separation of ingredients, e.g. accelerator in breakable microcapsules
    • C04B40/065Two or more component mortars
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00724Uses not provided for elsewhere in C04B2111/00 in mining operations, e.g. for backfilling; in making tunnels or galleries
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/2038Resistance against physical degradation
    • C04B2111/2053Earthquake- or hurricane-resistant materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, i.e. waterproof or water-repellent materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/70Grouts, e.g. injection mixtures for cables for prestressed concrete

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Dispersion Chemistry (AREA)
  • Analytical Chemistry (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a composition forming a uniform gel composition, resistant to dissolution of the gel composition even in a leaking site, having a high filling ratio, and enabling easy grouting by injecting in a wide range around underground constructions. <P>SOLUTION: The composition includes (1) a material A containing (1-1) an organic titanium compound, (1-2) polyvinyl alcohol and (1-3) water and (2) a material B containing (2-1) a calcium aluminate compound and/or calcium aluminosilicate compound, (2-2) an inactive filler and (2-3) water. The Ti/OH molar ratio of the titanium in the organic titanium compound to the hydroxyl group in the aqueous solution of the polyvinyl alcohol is preferably from 0.05 to 0.4, the inactive filler is preferably calcium carbonate and/or slag, more preferably a combination of calcium carbonate and slag, and the material A and the material B are mixed preferably by a static mixer. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、組成物に関する。例えば、土木・建築分野において使用される組成物に関するものである。   The present invention relates to a composition. For example, the present invention relates to a composition used in the civil engineering / architecture field.

地下構造物の周囲を弾性組成物で改質することにより、地震による地下構造物の被害を軽減する技術が検討されている。弾性組成物としてポリビニルアルコールを用いたヒドロゲル組成物が提案されている(特許文献1〜7)。有機チタン化合物とポリビニルアルコールと水を含有するA材とセメント系鉱物を含有するスラリーB材を別々に圧送してから注入前に混合し、地下構造物周囲又は地盤に注入する工法が提案されている(特許文献8)。   Techniques to reduce the damage of underground structures due to earthquakes by modifying the surroundings of underground structures with an elastic composition are being studied. Hydrogel compositions using polyvinyl alcohol as an elastic composition have been proposed (Patent Documents 1 to 7). A construction method has been proposed in which an A material containing an organic titanium compound, polyvinyl alcohol and water, and a slurry B material containing a cement-based mineral are separately pumped, mixed before injection, and injected around the underground structure or the ground. (Patent Document 8).

特開平06−207071号公報Japanese Patent Laid-Open No. 06-207071 特開平05−117003号公報JP 05-117033 A 特開2005−162984号公報JP 2005-162984 A 特願2005−220738号公報Japanese Patent Application No. 2005-220738 特願2000−159786号公報Japanese Patent Application No. 2000-159786 特開2004−43353号公報JP 2004-43353 A 特開2007−177212号公報JP 2007-177212 A 特開2008−055134号公報JP 2008-055134 A

これらの材料は、ゲル化前は液状であるため充填性が高い特徴を有するが、湧水箇所や漏水箇所等の水流がある箇所ではゲル組成物が溶解し、有機物の溶出量が高くなり、さらに充填性に欠ける課題がある。さらに、これらを注入する際、有機チタン化合物とポリビニルアルコールと水を含有するA材とセメント系鉱物を含有するスラリーB材を別々に圧送するために、施工性に劣る課題がある。   Since these materials are liquid before gelation and have a high filling property, the gel composition dissolves at locations where there is a water flow such as a spring location or a leak location, and the amount of organic matter eluted increases. Furthermore, there is a problem that lacks filling properties. Furthermore, when inject | pouring these, since the A material containing an organic titanium compound, polyvinyl alcohol, and water, and the slurry B material containing a cement-type mineral are pumped separately, there exists a subject inferior to workability.

本発明者は、鋭意努力を重ね、種々の実験検討を通して、例えば、ゲル化速度を調製し、湧水箇所や漏水箇所でも水中不分離抵抗性に優れ、有機物の溶出量が少ない組成物を簡便に施工できる注入工法を完成するに至った。 The present inventor has made extensive efforts and, through various experimental studies, for example, prepared a gelation rate, and easily obtained a composition that has excellent water non-separation resistance at a spring location or a leak location and has a small amount of organic matter elution. Has been completed.

即ち、本発明は、(1)(1−1)有機チタン化合物と(1−2)ポリビニルアルコールと(1−3)水を含有するA材と、(2)(2−1)カルシウムアルミネート化合物及び/又はカルシウムアルミノシリケート化合物と(2−2)不活性フィラーと(2−3)水を含有するB材とを混合してなる組成物であり、有機チタン化合物中のチタンとポリビニルアルコール水溶液中の水酸基とのTi/OHモル比が、0.05〜0.4である該組成物であり、不活性フィラーが炭酸カルシウム及び/又はスラグである該組成物であり、不活性フィラーが炭酸カルシウム及びはスラグである該組成物であり、(1)(1−1)有機チタン化合物と(1−2)ポリビニルアルコールと(1−3)水を含有するA材と、(2)(2−1)カルシウムアルネート化合物及び/又はカルシウムアルミノシリケート化合物と(2−2)不活性フィラーと(2−3)水を含有するB材とを混合し、注入してなる注入工法であり、(1)A材と(2)B材を等量で注入してなる該注入工法であり、(1)A材と(2)B材をスタティックミキサで混合し、注入してなる該注入工法であり、不活性フィラーが炭酸カルシウム及び/又はスラグである該注入工法であり、不活性フィラーが炭酸カルシウム及びスラグである該注入工法である。   That is, the present invention includes (1) (1-1) an organotitanium compound, (1-2) polyvinyl alcohol, and (1-3) A material containing water, and (2) (2-1) calcium aluminate. It is a composition formed by mixing a compound and / or a calcium aluminosilicate compound, (2-2) an inert filler, and (2-3) water-containing B material. Titanium in an organic titanium compound and an aqueous polyvinyl alcohol solution The Ti / OH molar ratio with a hydroxyl group in the composition is 0.05 to 0.4, the inert filler is calcium carbonate and / or slag, and the inert filler is carbonic acid. It is this composition which is calcium and slag, (1) A material containing (1-1) organic titanium compound, (1-2) polyvinyl alcohol, and (1-3) water, and (2) (2 -1) Calcium This is an injection method in which an nate compound and / or a calcium aluminosilicate compound, (2-2) an inert filler, and (2-3) water-containing B material are mixed and injected, (1) (2) The injection method in which B material is injected in an equal amount, (1) The A method and (2) B material are mixed with a static mixer and injected, and the inert filler Is the pouring method wherein calcium carbonate and / or slag and the inert filler is calcium carbonate and slag.

本発明の組成物は、例えば、均一なゲル組成物を形成し、漏水箇所でもゲル組成物が溶解せず、充填性が高く、高範囲に地下構造物周囲に注入し、簡便に施工することができる。   The composition of the present invention, for example, forms a uniform gel composition, the gel composition does not dissolve even at leak points, has a high filling property, and is poured around the underground structure in a high range, and can be easily applied. Can do.

尚、本発明で使用する部、%は、特に規定しない限り質量基準である。   The parts and% used in the present invention are based on mass unless otherwise specified.

本発明で使用する組成物は、ヒドロゲル組成物である。   The composition used in the present invention is a hydrogel composition.

本発明で使用するポリビニルアルコール(以下、PVAと略記)は、完全ケン化型PVA、部分ケン化型PVAが挙げられる。水酸基を有し実質的に水溶性を保持しているものであれば、アクリル酸、クロトン酸、マレイン酸、アクリルアミド等を付加した各種変性PVAを用いることもできる。本発明に使用するPVAの平均重合度は、500〜3000が好ましく、1000〜2000がより好ましい。又、PVAの鹸化度は80mol%以上が好ましく、90mol%以上がより好ましい。PVAの重合度や鹸化度が前記範囲外の場合には、ヒドロゲル組成物がゲル化した後の物理的強度、弾力性、耐水性が劣る場合がある。 Polyvinyl alcohol (hereinafter abbreviated as PVA) used in the present invention includes fully saponified PVA and partially saponified PVA. Any modified PVA to which acrylic acid, crotonic acid, maleic acid, acrylamide or the like is added may be used as long as it has a hydroxyl group and substantially retains water solubility. 500-3000 are preferable and, as for the average degree of polymerization of PVA used for this invention, 1000-2000 are more preferable. The saponification degree of PVA is preferably 80 mol% or more, more preferably 90 mol% or more. When the degree of polymerization or saponification of PVA is outside the above range, the physical strength, elasticity, and water resistance after the hydrogel composition has gelled may be inferior.

PVAを予め水溶液として使用する際、PVA水溶液中の固形分濃度は、5〜15%が好ましく、8〜12%がより好ましい。5%未満ではヒドロゲル組成物が硬化し弾性が不足する場合があり、15%を超えると水溶液の安定性が悪くなり、さらにヒドロゲル組成物から溶出する有機物の濃度が高くなる場合がある。   When PVA is used in advance as an aqueous solution, the solid content concentration in the PVA aqueous solution is preferably 5 to 15%, more preferably 8 to 12%. If it is less than 5%, the hydrogel composition may be cured and elasticity may be insufficient. If it exceeds 15%, the stability of the aqueous solution may be deteriorated, and the concentration of organic substances eluted from the hydrogel composition may be increased.

PVAを予め水溶液として使用する際、防腐剤や消泡剤を使用することが可能である。   When PVA is used in advance as an aqueous solution, it is possible to use a preservative or an antifoaming agent.

本発明で使用する水溶性チタン化合物は、特に限定されるものではなく、水酸基やカルボキシル基と反応するもの(架橋剤)であれば利用可能である。これらの中では、水溶性の有機チタン化合物を用いることが好ましく、チタンアルコキシドにヒドロキシカルボン酸である乳酸を反応させたチタンラクテートや、チタンアルコキシドにβ-ジケトンであるアセチルアセトンを反応させたチタンアセチルアセトネート、チタンアルコキシドにアルカノールアミンであるトリエタノールアミンを反応させたチタントリエタノールアルミネート、チタンアルコキシドにジカルボン酸であるシュウ酸を反応させたシュウ酸チタン、ペルオキソ基を乳酸、リンゴ酸、クエン酸、乳酸等に配位させたチタンペルオキソ化合物からなる群のうちの1種又は2種以上が、増粘作用の点から、より好ましい。これらの中では、水溶液の安定性に優れる点から、チタンラクテートが好ましい。 The water-soluble titanium compound used in the present invention is not particularly limited, and any compound capable of reacting with a hydroxyl group or a carboxyl group (crosslinking agent) can be used. Of these, water-soluble organic titanium compounds are preferably used. Titanium lactate obtained by reacting titanium alkoxide with lactic acid, which is a hydroxycarboxylic acid, or titanium acetylacetate obtained by reacting titanium alkoxide with acetylacetone, which is a β-diketone. Nitrate, titanium triethanolaluminate obtained by reacting titanium alkoxide with triethanolamine as alkanolamine, titanium oxalate obtained by reacting oxalic acid as dicarboxylic acid with titanium alkoxide, peroxo group with lactic acid, malic acid, citric acid, One or more of the group consisting of titanium peroxo compounds coordinated to lactic acid or the like is more preferable from the viewpoint of thickening action. Among these, titanium lactate is preferable from the viewpoint of excellent aqueous solution stability.

本発明で使用する有機チタン化合物は液状でも粉末状でも使用できるが、液状のほうが、PVA水溶液との混合性に優れる点から、好ましい。液状の有機チタン化合物であるチタン水溶液のチタン濃度は1.0〜10.0%が好ましく、3.0〜6.0%がより好ましい。1.0%未満では十分な架橋が得られず強度発現性が得られない場合があり、10.0%を超えると水溶液が安定しない場合がある。水溶性チタン水溶液のpHは1以上が好ましく、4以上がより好ましい。1未満では強酸となり、施工時の安全性に課題があるばかりかゲル化時間が遅くなり、水中不分離抵抗性に劣る場合がある。   The organotitanium compound used in the present invention can be used in a liquid or powder form, but a liquid is preferable from the viewpoint of excellent mixing with an aqueous PVA solution. The titanium concentration of the aqueous titanium solution that is a liquid organic titanium compound is preferably 1.0 to 10.0%, more preferably 3.0 to 6.0%. If it is less than 1.0%, sufficient crosslinking may not be obtained and strength development may not be obtained. If it exceeds 10.0%, the aqueous solution may not be stable. The pH of the water-soluble titanium aqueous solution is preferably 1 or more, and more preferably 4 or more. If it is less than 1, it becomes a strong acid, there is a problem in the safety at the time of construction, and also the gelation time is slowed, and the inseparation resistance in water may be inferior.

本発明で使用する有機チタン化合物とPVAの混合割合は、有機チタン化合物中のチタンとポリビニルアルコール水溶液中の水酸基とのTi/OHモル比が、0.05〜0.4であることが好ましく、0.08〜0.25であることがより好ましい。0.05未満ではゲル組成物の強度が低過ぎて弾力性が得られない場合があり、0.4を超えるとゲル組成物の強度が高くなりすぎて弾力性が損なわれる場合がある。   The mixing ratio of the organic titanium compound and PVA used in the present invention is preferably such that the Ti / OH molar ratio of titanium in the organic titanium compound and the hydroxyl group in the polyvinyl alcohol aqueous solution is 0.05 to 0.4, It is more preferable that it is 0.08-0.25. If it is less than 0.05, the strength of the gel composition may be too low to obtain elasticity, and if it exceeds 0.4, the gel composition may become too strong and the elasticity may be impaired.

本発明で使用するカルシウムアルミネート化合物は、CaOとAlを主成分とする物質である。 The calcium aluminate compound used in the present invention is a substance mainly composed of CaO and Al 2 O 3 .

カルシウムアルミネート化合物を得る方法としては、CaO原料とAl原料を所定の割合で配合し、熱処理し、粉砕して得る方法が挙げられる。CaO原料としては、例えば、石灰石や貝殻等の炭酸カルシウム、消石灰等の水酸化カルシウム、生石灰等の酸化カルシウム等が挙げられる。Al原料としては、ボーキサイト、アルミ残灰、アルミ粉等が挙げられる。 Examples of the method for obtaining the calcium aluminate compound include a method in which a CaO raw material and an Al 2 O 3 raw material are blended at a predetermined ratio, heat-treated, and pulverized. Examples of the CaO raw material include calcium carbonate such as limestone and shells, calcium hydroxide such as slaked lime, calcium oxide such as quick lime, and the like. Examples of the Al 2 O 3 raw material include bauxite, aluminum residue ash, and aluminum powder.

熱処理するための焼成設備としては、ロータリーキルンや電気炉等が使用可能である。 A rotary kiln, an electric furnace, or the like can be used as a firing facility for heat treatment.

カルシウムアルミネート化合物は、不純物を含む場合がある。不純物としては、SiO、Fe、MgO、TiO、ZrO、MnO、P、NaO、KO、LiO、硫黄、フッ素、塩素等が挙げられる。これらの不純物の合計は5%以下の範囲だと特に問題とはならない。 The calcium aluminate compound may contain impurities. Examples of impurities include SiO 2 , Fe 2 O 3 , MgO, TiO 2 , ZrO 2 , MnO, P 2 O 5 , Na 2 O, K 2 O, Li 2 O, sulfur, fluorine, and chlorine. If the total of these impurities is in the range of 5% or less, there is no particular problem.

本発明で使用するカルシウムアルミネート化合物のCaO/Alモル比は、0.4〜1.5が好ましく、0.6〜1.3がより好ましい。0.4未満ではヒドロゲル組成物の圧縮強度が低くなる場合があり、1.5を超えるとゲル組成物の強度が高くなりすぎて弾力性が損なわれる場合がある。 The CaO / Al 2 O 3 molar ratio of the calcium aluminate compound used in the present invention is preferably 0.4 to 1.5, and more preferably 0.6 to 1.3. If it is less than 0.4, the compressive strength of the hydrogel composition may be low, and if it exceeds 1.5, the gel composition may be too strong and the elasticity may be impaired.

カルシウムアルミネート化合物の粉末度は、ブレーン比表面積で1500〜8000cm/gが好ましく、3000〜6000cm/gがより好ましい。1500cm/g未満では充分な強度が得られない場合があり、8000cm/gを超えると反応性が高くなり、流動性や可使時間を確保できない場合がある。 Fineness of calcium aluminate compounds is preferably 1500~8000cm 2 / g in Blaine specific surface area, 3000~6000cm 2 / g is more preferable. If it is less than 1500 cm 2 / g, sufficient strength may not be obtained, and if it exceeds 8000 cm 2 / g, the reactivity increases, and fluidity and pot life may not be ensured.

カルシウムアルミネート化合物のガラス化率は、特に限定されるものではなく、結晶質でも非晶質でも使用可能である。結晶質のカルシウムアルミネート化合物としては、3CaO・Al、12CaO・7Al、CaO・Al、3CaO・5Al、CaO・2Al、CaO・6Al等が挙げられる。これらのうち2種以上を併用することも可能である。 The vitrification rate of the calcium aluminate compound is not particularly limited, and it can be used crystalline or amorphous. Calcium aluminate compounds of the crystalline, 3CaO · Al 2 O 3, 12CaO · 7Al 2 O 3, CaO · Al 2 O 3, 3CaO · 5Al 2 O 3, CaO · 2Al 2 O 3, CaO · 6Al 2 O 3 etc. are mentioned. Two or more of these can be used in combination.

尚、本発明では、次に示すX線回折リートベルト法によってガラス化率の測定を行う。粉砕した試料に酸化アルミニウムや酸化マグネシウム等の内部標準物質を所定量添加し、めのう乳鉢で充分混合したのち、粉末X線回折測定を実施する。測定結果を定量ソフトで解析し、ガラス化率を求める。定量ソフトには、Sietronics社の「SIROQUANT」を用いる。 In the present invention, the vitrification rate is measured by the following X-ray diffraction Rietveld method. A predetermined amount of an internal standard substance such as aluminum oxide or magnesium oxide is added to the pulverized sample, and after sufficient mixing in an agate mortar, powder X-ray diffraction measurement is performed. Analyze the measurement results with quantitative software to determine the vitrification rate. “SIROQUANT” manufactured by Sitronics is used as the quantitative software.

本発明で使用するカルシウムアルミノシリケート化合物は、CaOとAlとSiOを主成分とする物質であり、非晶質物質であることが好ましい。 The calcium aluminosilicate compound used in the present invention is a substance mainly composed of CaO, Al 2 O 3 and SiO 2 , and is preferably an amorphous substance.

カルシウムアルミノシリケート化合物のCaO/Alモル比は、1.5〜3.0が好ましく、2.0〜2.5がより好ましい。1.5未満ではゲル化に時間を要し、充分な水中不分離性が得られない場合があり、3.0を超えると充分な流動性や可使時間が得られない場合がある。 The CaO / Al 2 O 3 molar ratio of the calcium aluminosilicate compound is preferably 1.5 to 3.0, more preferably 2.0 to 2.5. If it is less than 1.5, it takes time for gelation, and sufficient water inseparability may not be obtained, and if it exceeds 3.0, sufficient fluidity and pot life may not be obtained.

カルシウムアルミノシリケート化合物のSiO含有量は、2〜5%が好ましく、2.5〜4.5%がより好ましい。この範囲外だと効果が得られない場合がある。 The SiO 2 content of the calcium aluminosilicate compound is preferably 2 to 5%, more preferably 2.5 to 4.5%. If outside this range, the effect may not be obtained.

カルシウムアルミノシリケート化合物を得る方法としては、CaO原料とAl原料とSiO原料を所定の割合で配合し、熱処理し、粉砕して得る方法が挙げられる。CaO原料としては、例えば、石灰石や貝殻等の炭酸カルシウム、消石灰等の水酸化カルシウム、生石灰等の酸化カルシウム等が挙げられる。Al原料としては、ボーキサイト、アルミ残灰、アルミ粉等が挙げられる。SiO原料としては、ケイ石、粘土質、各種産業から副生するシリカ質物質等が挙げられる。熱処理するための焼成設備としては、ロータリーキルンや電気炉等が使用可能である。 Examples of a method for obtaining a calcium aluminosilicate compound include a method in which a CaO raw material, an Al 2 O 3 raw material, and a SiO 2 raw material are blended at a predetermined ratio, heat-treated, and pulverized. Examples of the CaO raw material include calcium carbonate such as limestone and shells, calcium hydroxide such as slaked lime, calcium oxide such as quick lime, and the like. Examples of the Al 2 O 3 raw material include bauxite, aluminum residue ash, and aluminum powder. Examples of the SiO 2 raw material include silica, clay, and siliceous substances by-produced from various industries. A rotary kiln, an electric furnace, or the like can be used as a firing facility for heat treatment.

カルシウムアルミノシリケート化合物は、不純物を含む場合がある。不純物としては、SiO、Fe、MgO、TiO、ZrO、MnO、P、NaO、KO、LiO、硫黄、フッ素、塩素等が挙げられる。これらの不純物の合計は10%以下の範囲だと特に問題にはならない。 The calcium aluminosilicate compound may contain impurities. Examples of impurities include SiO 2 , Fe 2 O 3 , MgO, TiO 2 , ZrO 2 , MnO, P 2 O 5 , Na 2 O, K 2 O, Li 2 O, sulfur, fluorine, and chlorine. If the total of these impurities is in the range of 10% or less, there is no particular problem.

カルシウムアルミノシリケート化合物の粉末度は、ブレーン比表面積で3000〜9000cm/gが好ましく、4000〜8000cm/gがより好ましい。3000cm/g未満では充分な強度が得られない場合があり、9000cm/gを超えると反応性が高くなり、流動性や可使時間を確保できない場合がある。 Fineness of calcium aluminosilicate compound is preferably 3000~9000cm 2 / g in Blaine specific surface area, 4000~8000cm 2 / g is more preferable. If it is less than 3000 cm 2 / g, sufficient strength may not be obtained, and if it exceeds 9000 cm 2 / g, the reactivity increases, and fluidity and pot life may not be ensured.

本発明で使用する不活性フィラーは、特に限定されることはなく、無機系や有機系のものが使用可能である。無機系としては、珪石、石灰石等の骨材、ベントナイト等の粘土鉱物、ゼオライト等のイオン交換体、シリカ質微粉末、炭酸カルシウム、水酸化カルシウム、ケイ酸カルシウム、スラグ等が挙げられ、有機系材料としては、ビニロン繊維、アクリル繊維、炭素繊維等の繊維状物質、イオン交換樹脂等が挙げられる。これらの中では、効果が大きい点から、炭酸カルシウム及び/又はスラグが好ましく、炭酸カルシウムとスラグを併用することがより好ましい。   The inert filler used in the present invention is not particularly limited, and inorganic or organic fillers can be used. Examples of inorganic systems include aggregates such as silica and limestone, clay minerals such as bentonite, ion exchangers such as zeolite, siliceous fine powder, calcium carbonate, calcium hydroxide, calcium silicate, and slag. Examples of the material include fibrous substances such as vinylon fibers, acrylic fibers, and carbon fibers, ion exchange resins, and the like. Among these, calcium carbonate and / or slag are preferable from the viewpoint of great effects, and it is more preferable to use calcium carbonate and slag in combination.

炭酸カルシウムとスラグを併用した場合の混合比率は、炭酸カルシウム:スラグ=20〜80部:80〜20部が好ましく、炭酸カルシウム:スラグ=40〜60部:60〜40部がより好ましい。この範囲外だと流動性や可使時間を確保できない場合がある。 The mixing ratio when calcium carbonate and slag are used in combination is preferably calcium carbonate: slag = 20 to 80 parts: 80 to 20 parts, and more preferably calcium carbonate: slag = 40 to 60 parts: 60 to 40 parts. If it is outside this range, fluidity and pot life may not be secured.

スラグとしては、高炉スラグ、転炉スラグ、高炉徐冷スラグ、脱リンスラグ、下水汚泥や都市ゴミ等の廃棄物に、必要により粘土や石灰等を配合し、高温で溶融し、急冷して得られる下水汚泥溶融スラグ、及び、都市ゴミ焼却灰溶融スラグ等が挙げられる。これらの中では、高炉スラグが好ましい。高炉スラグは、鉄鋼製造の過程で高炉から排出される溶融状態のスラグを水等で急冷してガラス質にし、粉砕して微粉末化したものをいう。 As slag, blast furnace slag, converter slag, blast furnace slow-cooled slag, dephosphorization slag, waste such as sewage sludge and municipal waste, if necessary, blend clay and lime, etc. Examples include sewage sludge melting slag and municipal waste incineration ash melting slag. Among these, blast furnace slag is preferable. Blast furnace slag refers to a molten slag discharged from a blast furnace in the course of steel production, quenched with water or the like to become vitreous, and pulverized into fine powder.

不活性フィラーの粉末度は、ブレーン比表面積で1500〜15000cm/gが好ましく、3000〜10000cm/gがより好ましい。1500cm/g未満ではセメントスラリーが沈降する場合があり、150000cm/gを超えると流動性や可使時間を確保できない場合がある。 The fineness of the inert filler is preferably from 1500 to 15000 cm 2 / g, more preferably from 3000 to 10,000 cm 2 / g, in terms of Blaine specific surface area. If it is less than 1500 cm 2 / g, the cement slurry may settle, and if it exceeds 150,000 cm 2 / g, fluidity and pot life may not be ensured.

不活性フィラーの使用量は、B材中のカルシウムアルミネート化合物及び/又はカルシウムアルミノシリケート化合物100部に対して25〜300部が好ましく、100〜250部がより好ましい。25部未満ではゲル組成物の強度が高くなりすぎて弾力性が損なわれる場合があり、300部を超えるとゲル組成物が脆弱となり、弾力性が損なわれる場合がある。 The amount of the inert filler used is preferably 25 to 300 parts, more preferably 100 to 250 parts, relative to 100 parts of the calcium aluminate compound and / or calcium aluminosilicate compound in the B material. If it is less than 25 parts, the strength of the gel composition may be too high and the elasticity may be impaired, and if it exceeds 300 parts, the gel composition may be fragile and the elasticity may be impaired.

本発明ではゲル化時間を調製する際、凝結遅延剤を使用することができる。 In the present invention, a setting retarder can be used when adjusting the gelation time.

本発明で使用するA材とB材の使用割合は、A材35〜65容量部とB材35〜65容量部が好ましく、A材45〜55容量部とB材45〜55容量部がより好ましく、A材50容量部とB材50容量部が最も好ましい。A材の使用割合が35容量部未満ではゲル組成物の強度が高くなり、弾力性が損なわれる場合があり、65容量部を超えるとゲル組成物が脆弱となり、弾力性が損なわれる場合がある。 The usage ratio of the A material and the B material used in the present invention is preferably 35 to 65 parts by volume of the A material and 35 to 65 parts by volume of the B material, more preferably 45 to 55 parts by volume of the A material and 45 to 55 parts by volume of the B material. Preferably, A material 50 capacity part and B material 50 capacity part are the most preferable. If the proportion of the A material used is less than 35 parts by volume, the strength of the gel composition may be increased and the elasticity may be impaired, and if it exceeds 65 parts by volume, the gel composition may be fragile and the elasticity may be impaired. .

B材の水量は、カルシウムアルネート化合物とカルシウムアルミノシリケート化合物と不活性フィラーの合計100部に対して、15〜200部が好ましく、75〜150部がより好ましい。15部未満ではセメントスラリーが瞬結する場合があり、200部を超えると架橋割合が減少し、ヒドロゲル組成物の弾力性が不十分になる場合がある。 The amount of water in material B is preferably 15 to 200 parts, more preferably 75 to 150 parts, with respect to a total of 100 parts of the calcium aluminate compound, calcium aluminosilicate compound and inert filler. If the amount is less than 15 parts, the cement slurry may instantaneously freeze. If the amount exceeds 200 parts, the crosslinking ratio may decrease, and the elasticity of the hydrogel composition may be insufficient.

本発明で使用するA材とB材は、等量で圧送し、地下構造物周囲に注入することが好ましい。 It is preferable that the A material and the B material used in the present invention are pumped in equal amounts and injected around the underground structure.

A材とB材を同時に等量圧送する設備は、例えば、手動ダイヤフラム式ポンプやスクイズ式ポンプやスネーク式ポンプ等が挙げられる。これらの中では、安定して定量圧送ができる点から、2連式スクイズポンプや2連式スネーク式ポンプが好ましい。 Examples of the equipment for feeding A material and B material at the same amount simultaneously include a manual diaphragm pump, a squeeze pump, a snake pump, and the like. Among these, a double squeeze pump and a double snake pump are preferable from the viewpoint that stable and constant pressure feeding is possible.

A材とB材の混合性を向上するため、混合時の圧送管内にスタティックミキサを設置することが好ましい。スタティックミキサのエレメントの形状、寸法は、市販のものであれば特に限定されるものではなく、複数のスタティックミキサを併用することも可能である。 In order to improve the mixing property of the A material and the B material, it is preferable to install a static mixer in the pressure feeding pipe at the time of mixing. The shape and dimensions of the elements of the static mixer are not particularly limited as long as they are commercially available, and a plurality of static mixers can be used in combination.

A材とB材を混合する混合部の形状は特に限定されるものではなく、T型やY型の混合管が挙げられる。   The shape of the mixing part for mixing the A material and the B material is not particularly limited, and examples thereof include T-type and Y-type mixing tubes.

A材とB材を等量圧送する管や、A材とB材を混合した後の材料を圧送する管の種類や長さは特に限定されるものではないが、取扱い易く、耐圧性を有する点から、耐圧式ホースが好ましい。   There are no particular limitations on the type and length of the pipe for feeding A material and B material in equal amounts and the pipe for feeding material after mixing A material and B material, but it is easy to handle and has pressure resistance. In view of this, a pressure-resistant hose is preferable.

本発明のヒドロゲル組成物は、架橋剤を使用してもよい。   The hydrogel composition of the present invention may use a crosslinking agent.

本発明におけるヒドロゲル組成物の混合装置としては、既存のいかなる装置も使用可能であり、例えば、傾胴ミキサ、オムニミキサ、ヘンシェルミキサ、V型ミキサ、ナウタミキサ等が挙げられる。   Any existing apparatus can be used as the hydrogel composition mixing apparatus in the present invention, and examples thereof include a tilting cylinder mixer, an omni mixer, a Henschel mixer, a V-type mixer, and a Nauta mixer.

本発明のヒドロゲル組成物を用いた地盤補修方法としては、例えば、トンネル及び下水管等の地下構造物周囲の空洞や土壌中に注入する方法が挙げられ、特に限定されるものではない。例えば、空洞や漏水が見られるコンクリート壁やコンクリート床版にドリルで穴を開け、注入プラグをセットした後、本発明のヒドロゲル組成物を等量圧送ポンプで注入し、空洞部を充填し、コンクリート背部や下部に止水や免震に優れた弾性体を形成する方法が挙げられる。地上から空洞部や構造物周囲に注入管を挿入し、等量圧送ポンプにより注入する方法も挙げられる。   Examples of the ground repair method using the hydrogel composition of the present invention include, but are not particularly limited to, a method of pouring into a cavity or soil around an underground structure such as a tunnel and a sewer pipe. For example, after drilling a hole in a concrete wall or concrete floor slab where cavities or water leakage is seen and setting an injection plug, the hydrogel composition of the present invention is injected with an equal volume pump to fill the cavity, A method of forming an elastic body excellent in water stoppage and seismic isolation on the back and the lower part is mentioned. There is also a method in which an injection pipe is inserted from the ground around the cavity or around the structure and injected by an equal volume pump.

以下、実施例で詳細に説明する。   Examples will be described in detail below.

実験例1
PVA水溶液とチタン水溶液を、Ti/OHモル比が0.15の割合になるように混合したA材と、硬化材(硬化材とは、カルシウムアルミネート化合物、カルシウムアルミノシリケート化合物をいう)100部、表1に示す不活性フィラー200部、及び、水を水粉体比(粉体とは、カルシウムアルネート化合物とカルシウムアルミノシリケート化合物と不活性フィラーをいう)50%の割合で混合したB材を、表1に示す容量比で混合し、ヒドロゲル組成物を調製した。調製後の組成物の弾力性、水中不分離性を評価し、表1に示した。
Experimental example 1
A material obtained by mixing a PVA aqueous solution and a titanium aqueous solution so that the Ti / OH molar ratio is 0.15, and a curing material (the curing material is a calcium aluminate compound or a calcium aluminosilicate compound) 100 parts 200 parts of the inert filler shown in Table 1, and water B mixed with water to powder ratio (powder means calcium aluminate compound, calcium aluminosilicate compound and inert filler) 50% Were mixed at a volume ratio shown in Table 1 to prepare a hydrogel composition. The elasticity and non-separability of the composition after preparation were evaluated and are shown in Table 1.

(使用材料)
PVA水溶液:電気化学工業社製、商品名「K17」(重合度1700、鹸化度98.7mol%)を水道水に加えて80℃に加温し、固形分濃度10%のPVA水溶液としたもの。
チタン水溶液:チタンラクテート、チタン濃度5.5%、pH4.7
カルシウムアルミネート化合物:試作品、CaO29%、Al65%、SiO3%、TiO3%、CaO/Alモル比0.8、ガラス化率30%、比表面積5000cm/g、密度3.05g/cm
カルシウムアルミノシリケート化合物:試作品、CaO50%、Al40%、SiO4%、その他6%、CaO/Alモル比1.2、ガラス化率80%、比表面積6000cm/g、密度3.05g/cm
不活性フィラーa:炭酸カルシウム、市販品、比表面積4470cm/g、密度2.70g/cm
不活性フィラーb:高炉スラグ、市販品、比表面積6000cm/g、密度2.89g/cm
不活性フィラーc:非晶質微粒子シリカ、電気化学工業製、球状シリカ、比表面積13.5m/g
水:水道水
(Materials used)
PVA aqueous solution: manufactured by Denki Kagaku Kogyo Co., Ltd., trade name “K17” (degree of polymerization 1700, degree of saponification 98.7 mol%) was added to tap water and heated to 80 ° C. to obtain a PVA aqueous solution with a solid content concentration of 10%. .
Titanium aqueous solution: titanium lactate, titanium concentration 5.5%, pH 4.7
Calcium aluminate compound: prototype, CaO 29%, Al 2 O 3 65%, SiO 2 3%, TiO 2 3%, CaO / Al 2 O 3 molar ratio 0.8, vitrification rate 30%, specific surface area 5000 cm 2 / G, density 3.05 g / cm 3
Calcium aluminosilicate compound: prototype, CaO 50%, Al 2 O 3 40%, SiO 2 4%, other 6%, CaO / Al 2 O 3 molar ratio 1.2, vitrification rate 80%, specific surface area 6000 cm 2 / g, density 3.05 g / cm 3
Inert filler a: calcium carbonate, commercially available product, specific surface area 4470 cm 2 / g, density 2.70 g / cm 3
Inert filler b: blast furnace slag, commercially available product, specific surface area 6000 cm 2 / g, density 2.89 g / cm 3
Inactive filler c: amorphous fine particle silica, manufactured by Denki Kagaku Kogyo, spherical silica, specific surface area of 13.5 m 2 / g
Water: tap water

(試験方法)
B材のスラリー凝結開始時間(凝結開始時間):水粉体比50%のB材のスラリーを調製してから、JIS A 6202に基づき凝結が始発するまでの時間を貫入針で測定した。
弾力性(復元率):ヒドロゲル組成物を5cm×5cm×5cmの型枠に流し込み、材齢1日で脱型し、市販の耐圧試験機を用いて上部から1cm裁荷した後除荷した。除荷後の供試体の高さ(xcm)を測定して復元率を測定した。復元率は[1−(5−x)]×100(%)で算出し、弾力性の指標とした。
水中不分離試験(HGの水中不分離抵抗性 pH):純水を張った透明の水槽に、A材とB材を15秒攪拌したヒドロゲル組成物を瞬時に投入した後、水を採取し、水槽内の水のpHを測定した。尚、水槽内の水はヒドロゲル組成物の100倍の量とし、水槽の大きさは30cm×50cm×30cmのものを使用した。pHの測定は、堀場製作所社製pHメーターF−52Sにて測定した。水中不分離性が小さい程、セメント成分が水中に溶出するので、pHが高い値となる。
(Test method)
Slurry condensation start time of material B (condensation start time): The time from the preparation of slurry of material B having a water powder ratio of 50% to the start of condensation based on JIS A 6202 was measured with an penetration needle.
Elasticity (restoration rate): The hydrogel composition was poured into a 5 cm × 5 cm × 5 cm mold, demolded at a material age of 1 day, unloaded after 1 cm from the top using a commercially available pressure tester. The restoration rate was measured by measuring the height (xcm) of the specimen after unloading. The restoration rate was calculated by [1- (5-x)] × 100 (%) and used as an elasticity index.
Underwater non-separation test (HG underwater non-separation resistance pH): Into a transparent water tank filled with pure water, the hydrogel composition obtained by stirring the A material and the B material for 15 seconds was instantaneously added, and then water was collected. The pH of the water in the water tank was measured. The water in the water tank was 100 times the amount of the hydrogel composition, and the water tank had a size of 30 cm × 50 cm × 30 cm. The pH was measured with a pH meter F-52S manufactured by Horiba. The smaller the inseparability in water, the higher the pH is because the cement component is eluted in water.

Figure 2010159378
Figure 2010159378

表1より以下のことが判明する。A材とB材の使用割合を適量にすることにより、流動性や可使時間を確保でき、弾力性を有し、水中不分離抵抗性に優れるという効果を奏する。A材とB材の使用割合を、A材35〜65容量部とB材35〜65容量部にすることにより、より大きな効果を奏する。不活性フィラーとして、炭酸カルシウムとスラグを併用した場合、より大きな効果を奏する。 Table 1 shows the following. By adjusting the usage ratio of the A material and the B material, fluidity and pot life can be ensured, and there is an effect that it has elasticity and is excellent in non-separation resistance in water. By using the A material and the B material in proportions of 35 to 65 parts by volume and 35 to 65 parts by volume of B material, a greater effect can be obtained. When calcium carbonate and slag are used in combination as an inert filler, a greater effect is obtained.

実験例2
Ti/OHモル比が表2に示す割合になるように、PVA水溶液とチタン水溶液を混合したA材と、カルシウムアルミネート化合物100部に対して、表2に示す割合で不活性フィラーを混合したB材を1対1の容量比で混合し、ヒドロゲル組成物を調製したこと以外は、実験例1と同様に行った。調製後の組成物の弾力性、水中不分離性を評価し表2に示した。尚、B材の水粉体比は50%とした。
Experimental example 2
An inert filler was mixed at a ratio shown in Table 2 with respect to 100 parts of calcium aluminate compound and A material mixed with PVA aqueous solution and titanium aqueous solution so that the Ti / OH molar ratio became the ratio shown in Table 2. The same procedure as in Experimental Example 1 was conducted except that the hydrogel composition was prepared by mixing the B material at a volume ratio of 1: 1. The elasticity and non-separability of the composition after preparation were evaluated and shown in Table 2. The water powder ratio of material B was 50%.

Figure 2010159378
Figure 2010159378

表2より以下のことが判明する。A材とB材のTi/OHモル比を適量にし、不活性フィラーの使用量を適量にすることにより、弾力性を有し、水中不分離抵抗性に優れるという効果を奏する。 Table 2 shows the following. By adjusting the Ti / OH molar ratio of the A material and the B material to an appropriate amount and the use amount of the inert filler to an appropriate amount, there is an effect of having elasticity and excellent in water non-separation resistance.

実験例3
PVAと有機チタン系化合物を、Ti/OHモル比が0.15の割合になるように混合したA材と、カルシウムアルミネート化合物100部と不活性フィラー200部と水を含有したB材(不活性フィラーは、炭酸カルシウム100部と高炉スラグ100部からなる混合物、水粉体比50%)とを、等量ずつ圧送ポンプを用い、10L/minで圧送し、注入試験を行った。このとき、A材とB材はT字管で混合し、混合後にスタティックミキサの設置の有無で試験した結果を表3に示した。
Experimental example 3
A material in which PVA and an organic titanium compound are mixed so that the Ti / OH molar ratio is 0.15, 100 parts of calcium aluminate compound, 200 parts of inert filler, and B material containing water (non- As the active filler, an injection test was performed by feeding 100 parts of calcium carbonate and 100 parts of blast furnace slag, water powder ratio of 50%) at a rate of 10 L / min using a pressure pump. At this time, the A material and the B material were mixed with a T-shaped tube, and the results of testing with and without a static mixer installed after mixing were shown in Table 3.

(使用装置)
圧送ポンプ:岡三機工社製2連式ポンプOKG-N65ME型を使用した。
スタティックミキサ:スタティックミキサ(市販品)を用いた。
(Device used)
Pressure pump: A double pump OKG-N65ME type manufactured by Okasan Kiko was used.
Static mixer: A static mixer (commercially available) was used.

(試験方法)
A材とB材の混合性試験(復元率):注入後のヒドロゲル組成物を5cm×5cm×5cmの型枠に流し込み、材齢1日で脱型し、市販の耐圧試験機を用いて上部から1cm裁荷した後除荷した。除荷後の供試体の高さ(xcm)を測定して復元率を測定した。復元率は[1−(5−x)]×100(%)で算出し、混合性の指標とした。混合が不十分であるほど、復元率は低くなる。
注入時の最大圧力測定(注入時の圧力):A材とB材の混合後の管内に市販の圧力計を設置して注入時の最大圧力を測定した。
(Test method)
Mixability test of A material and B material (restoration rate): The injected hydrogel composition is poured into a 5 cm × 5 cm × 5 cm formwork, demolded at a material age of 1 day, and top using a commercially available pressure tester And then unloaded after 1 cm. The restoration rate was measured by measuring the height (xcm) of the specimen after unloading. The restoration rate was calculated by [1- (5-x)] × 100 (%) and used as an index of mixing property. The poorer the mixing, the lower the recovery rate.
Maximum pressure measurement at the time of injection (pressure at the time of injection): A commercially available pressure gauge was installed in the tube after mixing the A material and the B material, and the maximum pressure at the time of injection was measured.

Figure 2010159378
Figure 2010159378

表3より以下のことが判明する。混合器を使用することにより、A材とB材の混合性を確保でき、弾力性が向上する。 Table 3 shows the following. By using a mixer, the mixability of A material and B material can be ensured, and elasticity improves.

本発明のヒドロゲル組成物は、湧水箇所や漏水箇所でもゲル組成物が溶解しないことから、充填性が高く、高範囲に充填でき、さらに施工性に優れる。例えば、土木・建築分野において使用されるヒドロゲル組成物及び地盤補修工法に適用できる。   In the hydrogel composition of the present invention, the gel composition does not dissolve even at a spring location or a leak location, so that the filling property is high, the filling can be performed in a high range, and the workability is excellent. For example, it can be applied to hydrogel compositions and ground repair methods used in the civil engineering / architecture field.

Claims (9)

(1)(1−1)有機チタン化合物と(1−2)ポリビニルアルコールと(1−3)水を含有するA材と、(2)(2−1)カルシウムアルミネート化合物及び/又はカルシウムアルミノシリケート化合物と(2−2)不活性フィラーと(2−3)水を含有するB材とを混合してなる組成物。 (1) (1-1) Organotitanium compound, (1-2) Polyvinyl alcohol, and (1-3) A material containing water, (2) (2-1) Calcium aluminate compound and / or calcium alumino A composition formed by mixing a silicate compound, (2-2) an inert filler, and (2-3) water-containing B material. 有機チタン化合物中のチタンとポリビニルアルコール水溶液中の水酸基とのTi/OHモル比が、0.05〜0.4である請求項1項記載の組成物。 The composition according to claim 1, wherein the Ti / OH molar ratio between titanium in the organic titanium compound and hydroxyl groups in the polyvinyl alcohol aqueous solution is 0.05 to 0.4. 不活性フィラーが炭酸カルシウム及び/又はスラグである請求項1又は2記載の組成物。 The composition according to claim 1 or 2, wherein the inert filler is calcium carbonate and / or slag. 不活性フィラーが炭酸カルシウム及びスラグを含有してなる請求項1〜3のうちの1項記載の組成物。 The composition according to claim 1, wherein the inert filler contains calcium carbonate and slag. (1)(1−1)有機チタン化合物と(1−2)ポリビニルアルコールと(1−3)水を含有するA材と、(2)(2−1)カルシウムアルネート化合物及び/又はカルシウムアルミノシリケート化合物と(2−2)不活性フィラーと(2−3)水を含有するB材とを混合し、注入してなる注入工法。 (1) (1-1) Organotitanium compound, (1-2) Polyvinyl alcohol, and (1-3) A material containing water, (2) (2-1) Calcium aluminate compound and / or calcium alumino An injection method in which a silicate compound, (2-2) an inert filler, and (2-3) water-containing B material are mixed and injected. (1)A材と(2)B材を等量で注入してなる請求項5記載の注入工法。 The injection method according to claim 5, wherein (1) A material and (2) B material are injected in equal amounts. (1)A材と(2)B材をスタティックミキサで混合し、注入してなる請求項5又は6記載の注入工法。 The injection method according to claim 5 or 6, wherein (1) A material and (2) B material are mixed and injected by a static mixer. 不活性フィラーが炭酸カルシウム及び/又はスラグである請求項5〜7のうちの1項記載の組成物。 The composition according to claim 5, wherein the inert filler is calcium carbonate and / or slag. 不活性フィラーが炭酸カルシウム及びスラグを含有してなる請求項5〜8のうちの1項記載の組成物。 The composition according to claim 5, wherein the inert filler contains calcium carbonate and slag.
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