JP2009227481A - Hydraulic composition - Google Patents

Hydraulic composition Download PDF

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JP2009227481A
JP2009227481A JP2008071860A JP2008071860A JP2009227481A JP 2009227481 A JP2009227481 A JP 2009227481A JP 2008071860 A JP2008071860 A JP 2008071860A JP 2008071860 A JP2008071860 A JP 2008071860A JP 2009227481 A JP2009227481 A JP 2009227481A
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mass
hydraulic composition
mortar
fine powder
particle size
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Tomohiro Emoto
知広 江本
Yoshinobu Hirano
義信 平野
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Ube Corp
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Ube Industries Ltd
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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
    • C04B28/14Compositions 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 calcium sulfate 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
    • 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
    • C04B2111/00482Coating or impregnation 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
    • C04B2111/60Flooring materials

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a hydraulic composition capable of efficiently forming a thin mortar hardened body layer having excellent horizontal level property on a concrete floor surface and finishing the floor surface smooth even on the concrete floor surface having about 0.1 mm placing thickness and a joint part, and to provide mortar using the hydraulic composition and the mortar hardened body. <P>SOLUTION: The hydraulic composition includes a hydraulic component comprising alumina cement, Portland cement and gypsum, clay mineral material lubricating fine powder and a thickener. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、一般建築物の主に床下地調整に使用でき、高い流動性と速硬性とを有し、施工厚が薄い場合にも施工可能で、特にすりあわせ施工も可能な、優れた硬化体表面状態が得られる水硬性組成物に関する。   The present invention can be used mainly for floor foundation adjustment of general buildings, has high fluidity and fast curing, can be applied even when the construction thickness is thin, and can be applied particularly by rubbing. The present invention relates to a hydraulic composition capable of obtaining a body surface state.

高い流動性と速硬性とを有するセメント系組成物については、特許文献1に注入性が良好であって、早期硬化性を有し、また搬送性や保管性にも優れ、かつ施工作業の手間が著しく軽減できるセメント系補修材として、粒径10μm以下の粒子含有率が何れも80重量%以上のアルミナセメントとポルトランドセメントと石膏を、アルミナセメント100重量部、ポルトランドセメント67〜150重量部、石膏11〜150重量部の割合で含み、かつ粉粒状のセメント分散剤を含むセメント系補修材が開示されている。   For a cement-based composition having high fluidity and fast curing, Patent Document 1 has good injectability, early curing, excellent transportability and storability, and labor for construction work. As a cement-based repair material capable of remarkably reducing the amount of particles having a particle size of 10 μm or less, alumina cement, Portland cement and gypsum having a particle content of 80% by weight or more, 100 parts by weight of alumina cement, 67 to 150 parts by weight of Portland cement, gypsum A cement-based repair material containing 11 to 150 parts by weight and containing a granular cement dispersant is disclosed.

また、特許文献2及び特許文献3には、一般土木・建築構造物やコンクリート製品に利用され、モルタル又はコンクリートの粘性をなくし、さらに、硬化前の初期乾燥ひびわれ等を防止した、高性能減水剤をベースとするセメント混和材及びセメント組成物を提供することを目的として、高性能減水剤と、ベントナイト、金雲母、黒鉛、滑石、窒化ホウ素、ゼオライト、活性炭、石炭殻、ケイソウ土、パーライト、及びアタパルジャイトからなる群から選ばれた一種又は二種以上の無機物質と、無機アルカリ塩とを配合してなるセメント混和材、及びセメントと該セメント混和材を含有してなるセメント組成物が開示されている。 Patent Document 2 and Patent Document 3 disclose a high-performance water reducing agent that is used in general civil engineering / building structures and concrete products, eliminates the viscosity of mortar or concrete, and prevents initial drying cracks before curing. For the purpose of providing cement admixtures and cement compositions based on the following: high-performance water reducing agents, bentonite, phlogopite, graphite, talc, boron nitride, zeolite, activated carbon, coal shell, diatomaceous earth, perlite, and A cement admixture comprising one or more inorganic substances selected from the group consisting of attapulgite and an inorganic alkali salt, and a cement composition comprising cement and the cement admixture are disclosed. Yes.

特許文献4には、蛇紋岩系鉱物を用いず、鏝塗りなどの作業性に優れたモルタルなどを得ることができるセメント組成物、及びこのセメント組成物と水とを配合して硬化させて得られる硬化物を提供することを目的として、セメント、骨材、ロウ石及び増粘剤とを含むセメント組成物が開示され、また、特許文献5には安価で入手しやすく、且つ人体に対する有害性が低く、モルタルの作業性改善効果が石綿や蛇紋岩と同等あるいはそれ以上のレベルである左官モルタル用混和材の提供を目的として、カオリナイト、ハロイサイト、パイロフィライト、タルク、クロライト、モンモリロナイト、ムスコバイト、バーミキュライトからなる群から選ばれた1種または2種以上の粘土鉱物を含有するクレーで、平均粒子径が0.3〜30μmであるクレーと、水溶性高分子増粘剤をクレー100重量部に対し0.3〜10重量部配合した左官モルタル用混和材が開示されている。 Patent Document 4 discloses a cement composition capable of obtaining a mortar having excellent workability such as glazing without using a serpentine mineral, and obtained by blending and hardening this cement composition and water. In order to provide a cured product, a cement composition containing cement, aggregate, wax, and thickener is disclosed, and Patent Document 5 is inexpensive and readily available, and is harmful to the human body. For the purpose of providing an admixture for plastering mortar, which has a low mortar workability improvement effect equivalent to or higher than that of asbestos and serpentinite, kaolinite, halloysite, pyrophyllite, talc, chlorite, montmorillonite, A clay containing one or more clay minerals selected from the group consisting of muskvite and vermiculite and having an average particle size of 0.3 to 30 μm And clay, plastering mortar admixtures are disclosed blended 0.3 to 10 parts by weight with respect to clay 100 parts by weight of a water-soluble polymer thickener.

特開2002−274924号公報JP 2002-274924 A 特開平7−53248号公報JP-A-7-53248 特開平7−277795号公報Japanese Patent Laid-Open No. 7-277795 特開2006−213593号公報JP 2006-213593 A 特開2006−160589号公報JP 2006-160589 A

本発明は、コンクリート床面に薄層で水平レベル性が良好なモルタル硬化体層を効率的に形成できる水硬性組成物と、水硬性組成物を用いたモルタル、およびそのモルタル硬化体を提供することを目的とする。
さらに、本発明は、コンクリート床面に薄層で水平レベル性が良好なモルタル硬化体層を効率的に形成でき、施工厚が0.1mm程度のすり合わせ部を有するコンクリート床においても、床面を平滑に仕上げることができる水硬性組成物と、水硬性組成物を用いたモルタル、およびそのモルタル硬化体を提供することを目的とする。
The present invention provides a hydraulic composition capable of efficiently forming a thin mortar cured body layer having a good horizontal level on a concrete floor, a mortar using the hydraulic composition, and a mortar cured body thereof. For the purpose.
Furthermore, the present invention can efficiently form a hardened mortar layer having a good level level with a thin layer on the concrete floor surface, and even in a concrete floor having a ground portion having a construction thickness of about 0.1 mm, It aims at providing the hydraulic composition which can be finished smoothly, the mortar using the hydraulic composition, and its mortar hardening body.

本発明者らは、上記の課題に対して鋭意研究に取組み、良好な流動性と優れた速硬性とを有し、特定の粒度構成を有する微粉末を配合した水硬性組成物を用いることによって、施工厚が5mm以下の薄い場合にも水平レベル性に優れた平滑な床面に仕上げることができ、かつ施工厚が0.1mm程度のすり合わせ部を有するコンクリート床の施工においても、左官鏝を用いたすりあわせ施工により、平滑な床面に仕上ることができる水硬性組成物と、水硬性組成物を用いたモルタル、およびそのモルタル硬化体を見出して本発明を完成させた。   The inventors of the present invention have worked diligently on the above-mentioned problems, and have a good fluidity and excellent quick-hardness by using a hydraulic composition containing a fine powder having a specific particle size configuration. Even when the construction thickness is 5mm or less, it can be finished to a smooth floor surface with excellent horizontal level characteristics, and even in the construction of a concrete floor having a laminated portion with a construction thickness of about 0.1mm, The present invention has been completed by finding a hydraulic composition that can be finished on a smooth floor surface by using the rubbing work, a mortar using the hydraulic composition, and a cured mortar thereof.

本発明の第一は、アルミナセメント、ポルトランドセメント及び石膏からなる水硬性成分と、粘土鉱物質滑性微粉末と、増粘剤とを含むことを特徴とする水硬性組成物である。
本発明の第二は、本発明の水硬性組成物と水とを混練して得られるモルタルである。
本発明の第三は、本発明の水硬性組成物と水とを混練して得られるモルタルを硬化させて得られる硬化体である。
The first of the present invention is a hydraulic composition comprising a hydraulic component made of alumina cement, Portland cement and gypsum, a clay mineral slip powder, and a thickener.
The second of the present invention is a mortar obtained by kneading the hydraulic composition of the present invention and water.
The third of the present invention is a cured product obtained by curing a mortar obtained by kneading the hydraulic composition of the present invention and water.

本発明のレベリング性水硬性組成物の好ましい態様を以下に示す。好ましい態様は複数組み合わせることができる。
1)粘土鉱物質滑性微粉末は、ロウ石微粉末であること。
2)粘土鉱物質滑性微粉末は、粘土鉱物質滑性微粉末(100質量%)中に、粒子径が1μmを超えて48μm以下の粒子を80〜99質量%含む。
3)粘土鉱物質滑性微粉末は、粘土鉱物質滑性微粉末(100質量%)中に、粒子径が1μm以下の粒子及び粒子径が96μm超の粒子を含まず、粒子径が1μmを超えて6μm以下の粒子を25〜50質量%含み、粒子径が6μmを超えて12μm以下の粒子を5〜40質量%含み、粒子径が12μmを超えて24μm以下の粒子を5〜40質量%含み、粒子径が24μmを超えて48μm以下の粒子を5〜40質量%含み、粒子径が48μmを超えて96μm以下の粒子を1〜20質量%含むこと。
4)増粘剤は、メチル−セルロース系増粘剤であること。
5)水硬性成分(アルミナセメント、ポルトランドセメント及び石膏の合計=100質量%)は、アルミナセメント5〜90質量%、ポルトランドセメント5〜90質量%及び石膏5〜50質量%からなる水硬性成分であること。
6)水硬性組成物は、消泡剤を含むこと。
7)水硬性組成物は、樹脂粉末、流動化剤、粘土鉱物質滑性微粉末を除く無機成分、凝結促進剤及び凝結遅延剤を含むこと。
8)水硬性組成物と水とを混練して得られるモルタルは、施工厚が0.1〜5mmの薄塗り施工に用いられること。
9)水硬性組成物と水とを混練して得られるモルタルは、鏝を用いて施工厚が0.1mm〜1mmのすり合わせ部に施工されること。
The preferable aspect of the leveling hydraulic composition of this invention is shown below. A plurality of preferred embodiments can be combined.
1) The clay mineral matter fine powder shall be a fine powder of wax.
2) The clay mineral matter fine powder contains 80 to 99% by mass of particles having a particle diameter of more than 1 μm and 48 μm or less in the clay mineral matter fine powder (100% by mass).
3) The clay mineral matter fine powder does not include particles having a particle size of 1 μm or less and particles having a particle size of more than 96 μm in the clay mineral matter fine powder (100% by mass). 25 to 50% by mass of particles exceeding 6 μm, 5 to 40% by mass of particles exceeding 6 μm and 12 μm or less, and 5 to 40% by mass of particles exceeding 12 μm and 24 μm or less And 5 to 40% by mass of particles having a particle diameter of more than 24 μm and 48 μm or less, and 1 to 20% by mass of particles having a particle diameter of more than 48 μm and 96 μm or less.
4) The thickener is a methyl-cellulose thickener.
5) The hydraulic component (total of alumina cement, Portland cement and gypsum = 100% by mass) is a hydraulic component composed of 5 to 90% by mass of alumina cement, 5 to 90% by mass of Portland cement and 5 to 50% by mass of gypsum. There is.
6) The hydraulic composition contains an antifoaming agent.
7) The hydraulic composition contains a resin powder, a fluidizing agent, an inorganic component excluding clay mineral matter fine powder, a setting accelerator and a setting retarder.
8) The mortar obtained by kneading the hydraulic composition and water should be used for thin coating construction with a construction thickness of 0.1 to 5 mm.
9) The mortar obtained by kneading the hydraulic composition and water should be applied to a bonded portion having a construction thickness of 0.1 mm to 1 mm using a ridge.

本発明の水硬性組成物は、良好な流動性と優れた速硬性とを有することから、施工厚が5mm以下の薄塗り施工においても、水平レベル性に優れ平滑な床面に仕上ることができる。
また、本発明の水硬性組成物は、特定の粒度構成を有する滑性に優れる粘土鉱物質滑性微粉末を所定量配合されたものであり、施工厚が0.2mm程度のすり合わせ部を有するコンクリート床の施工においても、良好な鏝塗り作業性が得られ、左官鏝を用いたすりあわせ施工により、平滑な床面に仕上げることができる。
Since the hydraulic composition of the present invention has good fluidity and excellent quick hardening, it can be finished on a smooth floor surface with excellent horizontal level even in thin coating construction with a construction thickness of 5 mm or less. .
Further, the hydraulic composition of the present invention is a mixture of a predetermined amount of clay mineral matter fine powder having a specific particle size constitution and excellent in lubricity, and has a grinded portion having a construction thickness of about 0.2 mm. Even in the construction of concrete floors, good lacquering workability can be obtained, and a smooth floor surface can be obtained by rubbing construction using plasterers.

本発明の水硬性組成物は、アルミナセメント、ポルトランドセメント及び石膏からなる水硬性成分と、粘土鉱物質滑性微粉末と、増粘剤とを含むことを特徴とする水硬性組成物である。   The hydraulic composition of the present invention is a hydraulic composition comprising a hydraulic component made of alumina cement, Portland cement, and gypsum, a clay mineral slipping fine powder, and a thickener.

本発明の水硬性組成物は、アルミナセメント、ポルトランドセメント及び石膏からなる水硬性成分を含む。
水硬性成分(アルミナセメント、ポルトランドセメント及び石膏の合計=100質量%)は、好ましくはアルミナセメント5〜90質量%、ポルトランドセメント5〜90質量%及び石膏5〜50質量%からなる組成、さらに好ましくはアルミナセメント15〜80質量%、ポルトランドセメント10〜75質量%及び石膏10〜50質量%からなる組成、より好ましくはアルミナセメント30〜70質量%、ポルトランドセメント15〜45質量%及び石膏15〜50質量%、特に好ましくはアルミナセメント40〜50質量%、ポルトランドセメント25〜40質量%及び石膏17〜25質量%からなる組成を用いることにより、良好な速硬性を有し、低収縮性又は低膨張性で硬化中の体積変化が少ない硬化体を得られやすいために好ましい。
The hydraulic composition of the present invention includes a hydraulic component made of alumina cement, Portland cement and gypsum.
The hydraulic component (total of alumina cement, Portland cement and gypsum = 100% by mass) is preferably a composition comprising 5 to 90% by mass of alumina cement, 5 to 90% by mass of Portland cement and 5 to 50% by mass of gypsum, more preferably Is composed of 15-80 mass% alumina cement, 10-75 mass% Portland cement and 10-50 mass% gypsum, more preferably 30-70 mass% alumina cement, 15-45 mass% Portland cement and 15-50 gypsum. By using a composition composed of 40% by mass, particularly preferably 40 to 50% by mass of alumina cement, 25 to 40% by mass of Portland cement, and 17 to 25% by mass of gypsum, it has good rapid hardening and low shrinkage or low expansion. This is preferred because it is easy to obtain a cured product with little volume change during curing. There.

アルミナセメントとしては、鉱物組成の異なるものが数種知られ市販されているが、何れも主成分はモノカルシウムアルミネート(CA)であり、市販品はその種類によらず使用することができる。
アルミナセメントは、本発明に支障のない粒径を有するものを使用すればよく、市販されているものを使用でき、例えば粒子径が1μm〜90μm程度のものを主成分として用いることが好ましい。
アルミナセメントは、例えば粒子径が1μm〜90μm程度のものがアルミナセメント100質量%中、好ましくは80質量%〜100質量%、より好ましくは90質量%〜100質量%、さらに好ましくは95質量%〜100質量%を用いることが好ましい。
Several types of alumina cement having different mineral compositions are known and commercially available, but the main component is monocalcium aluminate (CA), and commercially available products can be used regardless of the type.
As the alumina cement, a cement having a particle size that does not hinder the present invention may be used, and a commercially available one may be used. For example, it is preferable to use a cement having a particle size of about 1 μm to 90 μm as a main component.
For example, alumina cement having a particle size of about 1 μm to 90 μm is 100% by mass of alumina cement, preferably 80% by mass to 100% by mass, more preferably 90% by mass to 100% by mass, and still more preferably 95% by mass to It is preferable to use 100% by mass.

ポルトランドセメントは、普通ポルトランドセメント、早強ポルトランドセメント、超早強ポルトランドセメント、中庸熱ポルトランドセメント、低熱ポルトランドセメント、白色ポルトランドセメントなどのポルトランドセメント、高炉セメント、フライアッシュセメント、シリカセメントなどの混合セメントなどを用いるができる。
ポルトランドセメントは、本発明に支障のない粒径を有するものを使用すればよく、市販されているものを使用でき、例えば粒子径が1μm〜45μm程度のものを主成分として用いることが好ましい。
ポルトランドセメントは、例えば粒子径が1μm〜45μm程度のものがポルトランドセメント100質量%中、好ましくは80質量%〜100質量%、より好ましくは90質量%〜100質量%、さらに好ましくは95質量%〜100質量%を用いることが好ましい。
Portland cement includes ordinary Portland cement, early-strength Portland cement, super-early-strength Portland cement, medium heat Portland cement, low-heat Portland cement, Portland cement such as white Portland cement, mixed cement such as blast furnace cement, fly ash cement, silica cement, etc. Can be used.
As the Portland cement, one having a particle size that does not hinder the present invention may be used, and a commercially available one may be used. For example, a material having a particle size of about 1 μm to 45 μm is preferably used as a main component.
Portland cement having a particle size of about 1 μm to 45 μm, for example, is 100% by weight, preferably 80% to 100% by weight, more preferably 90% to 100% by weight, and even more preferably 95% to 95% by weight. It is preferable to use 100% by mass.

石膏は、無水石膏、半水石膏、二水石膏等の各石膏がその種類を問わず、1種又は2種以上の混合物として使用できる。
石膏は、自己流動性水硬性組成物と水とを混練して得られるモルタルが硬化した後の寸法安定性を保持する成分として機能するものである。
石膏は、本発明に支障のない粒径を有するものを使用すればよく、市販されているものを使用でき、例えば粒子径が1μm〜100μm程度のものを主成分として用いることが好ましい。
石膏は、例えば粒子径が1μm〜100μm程度のものが石膏100質量%中、好ましくは80質量%〜100質量%、より好ましくは90質量%〜100質量%、さらに好ましくは95質量%〜100質量%を用いることが好ましい。
As for gypsum, each gypsum such as anhydrous gypsum, hemihydrate gypsum, and dihydrate gypsum can be used as one type or a mixture of two or more types regardless of the type.
Gypsum functions as a component that retains dimensional stability after the mortar obtained by kneading the self-flowing hydraulic composition and water is cured.
As the gypsum, a gypsum having a particle diameter that does not hinder the present invention may be used, and a commercially available one can be used. For example, a gypsum having a particle diameter of about 1 μm to 100 μm is preferably used as a main component.
For example, gypsum having a particle diameter of about 1 μm to 100 μm is 100% by mass of gypsum, preferably 80% by mass to 100% by mass, more preferably 90% by mass to 100% by mass, and still more preferably 95% by mass to 100% by mass. % Is preferably used.

本発明の水硬性組成物は、アルミナセメント、ポルトランドセメント及び石膏からなる水硬性成分と、粘土鉱物質滑性微粉末と、増粘剤とを含むものである。   The hydraulic composition of the present invention comprises a hydraulic component composed of alumina cement, Portland cement and gypsum, clay mineral slipping fine powder, and a thickener.

本発明では、モルタルの流動性と材料分離抵抗性とを高めることができ、さらに左官鏝を用いてコンクリート床面にモルタルをすりあわせ施工する際の鏝塗り作業性を向上させることができることから、水硬性組成物に所定量の粘土鉱物質滑性微粉末を配合することが好ましい。
粘土鉱物質滑性微粉末としては、カオリナイト、ハロイサイト、スメクタイト、タルク、パイロフィライト(ロウ石)、セリサイト、バーミキュライト及びセピオライトなどの粘土鉱物質の微粉末から選ばれる1種または2種以上を用いることができる。
特に、ロウ石(パイロフィライト)微粉末は、水硬性組成物に配合した場合の滑性付与効果が高く、ロウ石(パイロフィライト)微粉末を水硬性組成物に所定量配合してモルタルを調製した場合、左官鏝を用いてモルタルをすりあわせ施工する際の鏝塗り作業性が著しく向上することから好ましい。
In the present invention, it is possible to improve the fluidity and material separation resistance of the mortar, and further, it is possible to improve the mortar coating workability when the mortar is rubbed against the concrete floor using a plasterer. It is preferable to blend a predetermined amount of clay mineral matter fine powder into the hydraulic composition.
As clay mineral matter fine powder, one or more selected from fine powder of clay mineral such as kaolinite, halloysite, smectite, talc, pyrophyllite, sericite, vermiculite and sepiolite. Can be used.
In particular, fine powder of pyroxenite (pyrophyllite) has a high lubricity imparting effect when blended with a hydraulic composition. Is preferably used since the workability of the glazing when the mortar is rubbed together using a plasterer is significantly improved.

粘土鉱物質滑性微粉末の使用量は、水硬性成分100質量部に対して、好ましくは、20〜200質量部の範囲、さらに好ましくは30〜100質量部の範囲、より好ましくは40〜80質量部の範囲、特に好ましくは50〜70質量部の範囲とすることにより、良好な流動性と材料分離抵抗性とを付与でき、さらに優れた鏝塗りすりあわせ作業性が得られることから好ましい。
粘土鉱物質滑性微粉末の使用量が前記の範囲より少ない場合には、必要充分な材料分離抵抗性が得られ難いことがあり、また前記範囲より過剰に使用した場合には、モルタルの流動性が低下する傾向を示すことから粘土鉱物質滑性微粉末は前記の範囲で用いることが好ましい。
The amount of the clay mineral matter fine powder used is preferably in the range of 20 to 200 parts by mass, more preferably in the range of 30 to 100 parts by mass, more preferably 40 to 80 parts per 100 parts by mass of the hydraulic component. By making the range of parts by mass, particularly preferably in the range of 50 to 70 parts by mass, good fluidity and material separation resistance can be imparted, and further excellent glazing and laminating workability can be obtained.
When the amount of clay mineral matter fine powder used is less than the above range, necessary and sufficient material separation resistance may be difficult to obtain, and when used in excess of the above range, the flow of mortar It is preferable to use the clay mineral matter fine powder in the above-mentioned range since the property tends to decrease.

本発明で用いる粘土鉱物質滑性微粉末は、モルタルに良好な流動性と材料分離抵抗性、及び優れた鏝塗りすりあわせ作業性を付与するために、特定の粒度構成を有する粘土鉱物質滑性微粉末を使用することが好ましい。
粘土鉱物質滑性微粉末は、粘土鉱物質滑性微粉末(100質量%)中に、
好ましくは粒子径が1μmを超えて48μm以下の粒子を80〜99質量%含むこと、
さらに好ましくは粒子径が1μmを超えて48μm以下の粒子を85〜98質量%含むこと、特に好ましくは粒子径が1μmを超えて48μm以下の粒子を90〜95質量%含むことによって、良好な流動性と材料分離抵抗性、及び優れた鏝塗りすりあわせ作業性が安定して得られることから好ましい。
The clay mineral matter fine powder used in the present invention is a clay mineral matter fine powder having a specific particle size configuration in order to give the mortar good fluidity and material separation resistance, and excellent glazing and laminating workability. It is preferable to use a fine powder.
The clay mineral matter fine powder is in the clay mineral matter fine powder (100% by mass).
Preferably, the particle size contains 80 to 99% by mass of particles having a particle diameter exceeding 1 μm and 48 μm or less
More preferably, it contains 85 to 98% by mass of particles having a particle size of more than 1 μm and 48 μm or less, and particularly preferably 90 to 95% by mass of particles having a particle size of more than 1 μm and 48 μm or less. Property and material separation resistance, and excellent glazing and laminating workability are stably obtained.

また、本発明で使用する粘土鉱物質滑性微粉末は、粘土鉱物質滑性微粉末(100質量%)中に、粒子径が1μm以下の粒子及び粒子径が96μm超の粒子を含まず、粒子径が1μmを超えて6μm以下の粒子を25〜50質量%含み、粒子径が6μmを超えて12μm以下の粒子を5〜40質量%含み、粒子径が12μmを超えて24μm以下の粒子を5〜40質量%含み、粒子径が24μmを超えて48μm以下の粒子を5〜40質量%含み、粒子径が48μmを超えて96μm以下の粒子を1〜20質量%含むことが好ましく、粒子径が1μm以下の粒子及び粒子径が96μm超の粒子を含まず、粒子径が1μmを超えて6μm以下の粒子を27〜40質量%含み、粒子径が6μmを超えて12μm以下の粒子を8〜30質量%含み、粒子径が12μmを超えて24μm以下の粒子を8〜30質量%含み、粒子径が24μmを超えて48μm以下の粒子を8〜30質量%含み、粒子径が48μmを超えて96μm以下の粒子を2〜15質量%含むことがさらに好ましく、粒子径が1μm以下の粒子及び粒子径が96μm超の粒子を含まず、粒子径が1μmを超えて6μm以下の粒子を28〜35質量%含み、粒子径が6μmを超えて12μm以下の粒子を10〜25質量%含み、粒子径が12μmを超えて24μm以下の粒子を10〜25質量%含み、粒子径が24μmを超えて48μm以下の粒子を10〜25質量%含み、粒子径が48μmを超えて96μm以下の粒子を5〜10質量%含むことが特に好ましい。
粘土鉱物質滑性微粉末が、前記範囲の粒度構成を有することにより、良好な流動性と材料分離抵抗性、及び優れた鏝塗りすりあわせ作業性が安定して得られることから好ましい。
粘土鉱物質滑性微粉末の粒度構成の範囲が前記の範囲から外れる場合、例えば前記の範囲より粒子径が大きい粒子を含む場合には、良好な鏝塗りすりあわせ作業性を安定して得られ難くなり、前記の範囲より粒子径が小さい粒子を含む場合には、良好な流動性を得難くなる。また、粒度分布が前記範囲から外れる場合には、安定して良好な流動性と材料分離抵抗性とを得難くなることから、粘土鉱物質滑性微粉末は、前記範囲の粒度構成を有することが好ましい。
Moreover, the clay mineral matter fine powder used in the present invention does not include particles having a particle size of 1 μm or less and particles having a particle size of more than 96 μm in the clay mineral matter fine powder (100% by mass), Particles having a particle size of more than 1 μm and not more than 6 μm are contained in an amount of 25 to 50% by mass, particles having a particle size of more than 6 μm and not more than 12 μm and containing 5 to 40% by mass, and particles having a particle size of more than 12 μm and not more than 24 μm 5 to 40% by mass, preferably 5 to 40% by mass of particles having a particle size of more than 24 μm and 48 μm or less, and 1 to 20% by mass of particles having a particle size of more than 48 μm and 96 μm or less, Does not include particles having a particle diameter of 1 μm or less and particles having a particle diameter of more than 96 μm, particles having a particle diameter of more than 1 μm and not more than 6 μm and 27 to 40% by mass, particles having a particle diameter of more than 6 μm and not more than 12 μm 30% by mass, particle size 12 8 to 30% by mass of particles having a particle diameter of more than 24 μm and less than 24 μm, 8 to 30% by mass of particles having a particle diameter of more than 24 μm and not more than 48 μm, and 2 to 15 particles having a particle diameter of more than 48 μm and not more than 96 μm It is more preferable to contain by mass, particles having a particle diameter of 1 μm or less and particles having a particle diameter of more than 96 μm are not contained, particles having a particle diameter of more than 1 μm and 6 μm or less are contained in an amount of 28 to 35% by mass, and the particle diameter is 6 μm. 10 to 25% by weight of particles having a particle diameter of more than 12 μm and 10 to 25% by weight of particles having a particle diameter of more than 12 μm and 24 μm or less, and 10 to 25% of particles having a particle diameter of more than 24 μm and 48 μm or less. It is particularly preferable to contain 5 to 10% by mass of particles having a particle diameter of more than 48 μm and 96 μm or less.
When the clay mineral matter fine powder has a particle size constitution in the above-mentioned range, it is preferable because good fluidity and material separation resistance, and excellent glazing and rubbing workability can be stably obtained.
When the range of the particle size composition of the clay mineral slip fine powder is out of the above range, for example, when the particles include particles having a particle size larger than the above range, good glazing and rubbing workability can be stably obtained. It becomes difficult to obtain good fluidity when particles having a particle diameter smaller than the above range are included. In addition, when the particle size distribution is out of the above range, it becomes difficult to stably obtain good fluidity and material separation resistance, so that the clay mineral matter fine powder has a particle size configuration in the above range. Is preferred.

また、粘土鉱物質滑性微粉末の平均粒子径は、好ましくは5μm〜30μmの範囲、さらに好ましくは8μm〜25μmの範囲、特に好ましくは12μm〜18μmの範囲であることが、良好な流動性と材料分離抵抗性、及び優れた鏝塗りすりあわせ作業性が安定して得られることから好ましい。 The average particle size of the clay mineral matter fine powder is preferably in the range of 5 μm to 30 μm, more preferably in the range of 8 μm to 25 μm, and particularly preferably in the range of 12 μm to 18 μm. It is preferable because material separation resistance and excellent glazing and laminating workability can be stably obtained.

本発明では、良好な流動性と高い材料分離抵抗性とを有し、良好な鏝塗り作業性、特に優れた鏝塗りすりあわせ作業性を得るために、粘土鉱物質滑性微粉末とともに増粘剤を併用して配合することが好ましい。
増粘剤は、メチルセルロース系、スターチエーテルやグアーガムなどの化工澱粉系、蛋白質系、ラテックス系、及び水溶性ポリマー系など市販などの増粘剤を用いることができ、ヒドロキシエチル−メチル−セルロースを主成分として含むもの、及び/又は、ヒドロキシプロピル−メチル−セルロースを主成分として含むものは、低粘性であることからより好適に用いることができ、特に、モルタルの流動性と高い材料分離抵抗性とを良好に保ちながら、優れた鏝塗り作業性を付与できることから、ヒドロキシプロピル−メチル−セルロースを主成分として含むものを特に好適に使用できる。
In the present invention, in order to have good fluidity and high material separation resistance, and to obtain good glazing workability, in particular, excellent glazing and rubbing workability, thickening with clay mineral matter fine powder It is preferable to use the agent in combination.
As the thickener, commercially available thickeners such as methylcellulose-type, modified starch-type such as starch ether and guar gum, protein-type, latex-type, and water-soluble polymer-type can be used, and hydroxyethyl-methyl-cellulose is mainly used. Those containing as a component and / or those containing hydroxypropyl-methyl-cellulose as a main component can be more suitably used because of their low viscosity, and in particular, the flowability of mortar and high material separation resistance. Since it is possible to impart excellent glazing workability while maintaining good, it is particularly preferable to use those containing hydroxypropyl-methyl-cellulose as a main component.

増粘剤の添加量は、水硬性成分100質量部に対して、好ましくは0.005〜2質量部の範囲、さらに好ましくは0.007〜1質量部の範囲、より好ましくは0.01〜0.5質量部の範囲、特に好ましくは0.015〜0.1質量部の範囲で使用することにより、モルタルの流動性を良好に保ちながら、高い材料分離抵抗性を付与できることから好ましい。
増粘剤の添加量が前記の範囲を超えて多くなると、モルタル粘度が増加して流動性の低下を招く恐れがあり、前記の範囲よりも少なくなると、モルタル粘性が不足気味になって材料分離を生じ易くなるため好ましくない。
The addition amount of the thickener is preferably in the range of 0.005 to 2 parts by mass, more preferably in the range of 0.007 to 1 part by mass, and more preferably 0.01 to 1 part by mass with respect to 100 parts by mass of the hydraulic component. By using it in the range of 0.5 parts by mass, particularly preferably in the range of 0.015 to 0.1 parts by mass, it is preferable because high material separation resistance can be imparted while maintaining good fluidity of the mortar.
If the addition amount of the thickener exceeds the above range, the mortar viscosity may increase and the flowability may decrease, and if the amount is less than the above range, the mortar viscosity becomes insufficient and the material is separated. Is liable to occur, which is not preferable.

本発明では、モルタルの流動性と材料分離抵抗性とを高めることができ、鏝塗りすりあわせ施工作業性を向上させることができることから、水硬性組成物に所定量の粘土鉱物質滑性微粉末と増粘剤とを配合することが好ましく、さらに気泡発生の抑制、硬化体表面の改善に好ましい効果を与え、水硬性組成物の硬化物の特性を向上させる効果を付与できることから消泡剤を併用して用いることが好ましい。 In the present invention, the fluidity and material separation resistance of the mortar can be improved, and the lacquering and laying workability can be improved, so that a predetermined amount of clay mineral matter lubricating fine powder is added to the hydraulic composition. And a thickener are preferably blended. Further, the defoaming agent can be imparted with the effect of suppressing the generation of bubbles, improving the surface of the cured product, and improving the properties of the cured product of the hydraulic composition. It is preferable to use in combination.

消泡剤は、シリコーン系、アルコール系、ポリエーテル系などの合成物質又は鉱物油系、植物由来の天然物質など、公知のものを1種あるいは2種以上を組み合わせて用いることができる。
消泡剤の添加量は、本発明の特性を損なわない範囲で添加することができ、1種類の消泡剤を用いる場合、水硬性成分100質量部に対して、好ましくは0.001〜3.0質量部、さらに好ましくは0.005〜2.5質量部、より好ましくは0.05〜2.0質量部、特に0.1〜1.0質量部含むことが好ましい。
また、2種類以上の消泡剤を併用する場合の消泡剤の添加量は、それぞれの消泡剤の添加量が水硬性成分100質量部に対して、好ましくは0.001〜2質量部、さらに好ましくは0.005〜1.5質量部、より好ましくは0.01〜1.3質量部、特に0.1〜0.8質量部含むことが好ましい。
消泡剤の添加量は、上記範囲内とすることによって、気泡の発生を抑制して硬化体表面の改善に好ましい効果を与えるとともに、粘土鉱物質滑性微粉末と増粘剤との併用効果として、モルタルの流動性と材料分離抵抗性とをさらに高め、すりあわせ施工作業性をより向上させることができることから好ましい。
As the antifoaming agent, known materials such as silicone-based, alcohol-based, polyether-based synthetic materials, mineral oil-based materials, plant-derived natural materials, and the like can be used alone or in combination of two or more.
The addition amount of the antifoaming agent can be added within a range that does not impair the characteristics of the present invention. When one type of antifoaming agent is used, preferably 0.001 to 3 parts relative to 100 parts by mass of the hydraulic component. 0.0 part by mass, more preferably 0.005 to 2.5 parts by mass, more preferably 0.05 to 2.0 parts by mass, and particularly preferably 0.1 to 1.0 part by mass.
In addition, when two or more kinds of antifoaming agents are used in combination, the addition amount of the antifoaming agent is preferably 0.001 to 2 parts by mass with respect to 100 parts by mass of the hydraulic component. More preferably, it is 0.005 to 1.5 parts by mass, more preferably 0.01 to 1.3 parts by mass, and particularly preferably 0.1 to 0.8 parts by mass.
By adding the amount of antifoaming agent within the above range, it suppresses the generation of bubbles and gives a favorable effect for improving the surface of the cured body, and also uses the combination effect of clay mineral matter fine powder and thickener. As mentioned above, it is preferable because the flowability and material separation resistance of the mortar can be further improved, and the workability of the laminating work can be further improved.

本発明の水硬性組成物は、アルミナセメント、ポルトランドセメント及び石膏からなる水硬性成分と、粘土鉱物質滑性微粉末と、増粘剤とを含むことが好ましく、さらに消泡剤を含むことがより好ましい。
本発明の水硬性組成物は、前記の成分の他に、樹脂粉末、流動化剤、粘土鉱物質を除く無機粉末及び凝結調整剤から選ばれる成分を少なくとも1種以上含むことが好ましい。
The hydraulic composition of the present invention preferably includes a hydraulic component composed of alumina cement, Portland cement and gypsum, clay mineral slipping fine powder, and a thickener, and further includes an antifoaming agent. More preferred.
It is preferable that the hydraulic composition of this invention contains at least 1 or more types of components chosen from the inorganic powder except a resin powder, a fluidizing agent, a clay mineral substance, and a setting modifier other than the said component.

本発明の水硬性組成物は、モルタル硬化体層の乾燥クラックを防止するとともに、硬化体の引張り強度がより高まることから樹脂粉末を使用することが好ましい。
本発明の水硬性組成物は、構成成分の配合比率を厳格に品質管理できることから、構成成分をプレミックス化して現場に供給することが好ましい。このため使用する樹脂粉末についても粉末状の再乳化形樹脂粉末であることが好ましい。
樹脂粉末は、乾燥によって発生する収縮応力がひび割れ発生に繋がる過程で、ひび割れの発生に対する抵抗性を向上させる効果及び硬化体組織を緻密化する効果がある。
樹脂粉末としては、樹脂の粉末化方法などの製法については特にその種類は限定されず、公知の製造方法で製造されたものを用いることができ、また樹脂粉末としては、ブロッキング防止剤を主に樹脂粉末の表面に付着しているものを用いることができる。
樹脂粉末は、水性ポリマーディスパーションを噴霧やフリーズドライなどの方法で、溶媒を除去し乾燥した再乳化形の樹脂粉末を用いることが好ましい。
The hydraulic composition of the present invention preferably uses a resin powder because it prevents dry cracks in the mortar cured body layer and increases the tensile strength of the cured body.
Since the hydraulic composition of the present invention can strictly control the blending ratio of the constituent components, it is preferable to premix the constituent components and supply them to the site. Therefore, the resin powder to be used is preferably a powdered re-emulsified resin powder.
The resin powder has an effect of improving resistance to the occurrence of cracks and an effect of densifying the hardened body structure in the process in which the shrinkage stress generated by drying leads to the occurrence of cracks.
The resin powder is not particularly limited in its production method such as a resin pulverization method, and those produced by a known production method can be used. As the resin powder, an anti-blocking agent is mainly used. What has adhered to the surface of the resin powder can be used.
As the resin powder, it is preferable to use a re-emulsified resin powder obtained by removing the solvent by a method such as spraying or freeze-drying an aqueous polymer dispersion.

樹脂粉末としては、酢酸ビニルエステル重合体樹脂系、エチレン/酢酸ビニルエステル共重合体樹脂系、酢酸ビニルエステル/バーサチック酸ビニルエステル共重合体樹脂系、アクリル酸エステル共重合体樹脂系、スチレン/アクリル酸エステル共重合体樹脂系、アクリル酸エステル/メタクリル酸エステル共重合体樹脂系の再乳化型樹脂粉末を用いることができ、特にアクリル酸エステル/酢酸ビニルエステル/バーサチック酸ビニルエステル共重合体樹脂系の再乳化形樹脂粉末を好適に用いることができる。 Resin powder includes vinyl acetate polymer resin, ethylene / vinyl acetate copolymer resin, vinyl acetate / versaic acid vinyl ester copolymer resin, acrylate copolymer resin, styrene / acrylic. Re-emulsification type resin powders of acid ester copolymer resins and acrylic acid ester / methacrylic acid ester copolymer resins can be used, especially acrylic acid ester / vinyl acetate / versaic acid vinyl ester copolymer resin systems. The re-emulsified resin powder can be suitably used.

樹脂粉末の粒子径は、315μmふるい上残分が3%以下、さらに300μmふるい上残分が3%以下、特にさらに300μmふるい上残分が2%以下のものを好ましく用いることが出来る。   As the particle size of the resin powder, those having a residue on the 315 μm sieve of 3% or less, further having a residue on the 300 μm sieve of 3% or less, and more preferably having a residue on the 300 μm sieve of 2% or less can be preferably used.

樹脂粉末は、水硬性成分100質量部に対して、好ましくは0.5〜20質量部、より好ましくは1〜15質量部、さらに好ましくは2〜10質量部、特に好ましくは3〜8質量部を配合したものを用いることができる。
粉末樹脂の割合が、上記範囲より大きい場合、水を加えて得られるモルタルの粘度が高くなり施工性が低下するとともに、硬化体の圧縮強度が低下する傾向がある。また、上記範囲より小さい場合には、硬化体の乾燥クラックを防止する効果と引張り強度の向上効果が小さくなる傾向がある。
The resin powder is preferably 0.5 to 20 parts by mass, more preferably 1 to 15 parts by mass, further preferably 2 to 10 parts by mass, and particularly preferably 3 to 8 parts by mass with respect to 100 parts by mass of the hydraulic component. Can be used.
When the ratio of the powder resin is larger than the above range, the viscosity of the mortar obtained by adding water is increased, the workability is lowered, and the compressive strength of the cured body tends to be lowered. Moreover, when smaller than the said range, there exists a tendency for the effect which prevents the dry crack of a hardening body, and the improvement effect of tensile strength to become small.

水硬性組成物は、材料分離を抑制しつつ好適な流動性を確保するために流動化剤(高性能減水剤などの減水剤)を用いることができる。
水硬性成分であるアルミナセメントの発現強度は、水/セメント比の影響を大きく受けることから、減水効果を有する流動化剤を使用して水/水硬性成分比を小さくすることが特に好ましい。
流動化剤としては、減水効果を合わせ持つ、リグニン系、メラミンスルホン酸のホルムアルデヒド縮合物、カゼイン、カゼインカルシウム、ポリエーテル系等、ポリエーテルポリカルボン酸などの市販の流動化剤が、その種類を問わず使用でき、特にポリエーテル系等、ポリエーテルポリカルボン酸などの市販の流動化剤が好ましい。
In the hydraulic composition, a fluidizing agent (a water reducing agent such as a high performance water reducing agent) can be used in order to secure suitable fluidity while suppressing material separation.
Since the expression strength of alumina cement, which is a hydraulic component, is greatly affected by the water / cement ratio, it is particularly preferable to reduce the water / hydraulic component ratio by using a fluidizing agent having a water reducing effect.
As a fluidizing agent, commercially available fluidizing agents such as lignin-based, melamine sulfonic acid formaldehyde condensate, casein, calcium caseinate, polyether-based, polyetherpolycarboxylic acid, etc., which have a water-reducing effect, are available. Any commercially available fluidizer such as polyether-based polycarboxylic acid, such as polyether-based, can be used.

流動化剤は、使用する水硬性成分に応じて、特性を損なわない範囲で適宜添加することができ、水硬性成分100質量部に対して好ましくは0.01〜2.0質量部、さらに好ましくは0.02〜1.0質量部、特に好ましくは0.05〜0.5質量部を配合することができる。
添加量が前記の範囲より少ないと好適な効果(優れた流動性と高い硬化体強度)を発現せず、また添加量が多すぎても添加量に見合った効果は期待できず単に不経済であるだけでなく、場合によっては粘稠性も大きくなり所要の流動性を得るための混練水量が増大して強度性状が悪化する場合が考えられる。
本発明では、流動化剤を前記の好ましい範囲で使用することによって、良好なレベリング性を有するモルタルを得ることができる。
The fluidizing agent can be appropriately added in a range that does not impair the characteristics depending on the hydraulic component used, and is preferably 0.01 to 2.0 parts by mass, more preferably 100 parts by mass of the hydraulic component. Can be blended in an amount of 0.02 to 1.0 parts by mass, particularly preferably 0.05 to 0.5 parts by mass.
If the addition amount is less than the above range, a suitable effect (excellent fluidity and high cured body strength) will not be exhibited, and if the addition amount is too large, an effect commensurate with the addition amount cannot be expected and it is simply uneconomical. In addition, in some cases, the viscosity may increase, and the amount of kneading water for obtaining the required fluidity may increase to deteriorate the strength properties.
In this invention, the mortar which has favorable leveling property can be obtained by using a fluidizing agent in the said preferable range.

本発明の水硬性組成物は、粘土鉱物質を除く無機粉末として、高炉スラグ微粉末、フライアッシュ、シリカヒューム、炭酸カルシウム微粉末及びドロマイト微粉末から選ばれる少なくとも1種以上の無機成分を含むことが好ましい。特に高炉スラグ微粉末を用いることにより、乾燥収縮による硬化体の耐クラック性を高めることができる。
水硬性組成物において、無機成分の添加量は、水硬性成分100質量部に対し、好ましくは15〜200質量部、より好ましくは20〜150質量部、さらに好ましくは30〜120質量部、特に好ましくは40〜80質量部とするのが好ましい。
The hydraulic composition of the present invention contains at least one inorganic component selected from blast furnace slag fine powder, fly ash, silica fume, calcium carbonate fine powder and dolomite fine powder as inorganic powder excluding clay minerals. Is preferred. In particular, by using fine powder of blast furnace slag, the crack resistance of the cured body due to drying shrinkage can be enhanced.
In the hydraulic composition, the addition amount of the inorganic component is preferably 15 to 200 parts by mass, more preferably 20 to 150 parts by mass, further preferably 30 to 120 parts by mass, particularly preferably 100 parts by mass of the hydraulic component. Is preferably 40 to 80 parts by mass.

水硬性組成物において、高炉スラグ微粉末の添加量は、水硬性成分100質量部に対し、好ましくは15〜200質量部、より好ましくは20〜150質量部、さらに好ましくは30〜120質量部、特に好ましくは40〜80質量部とするのが好ましい。
高炉スラグ微粉末の添加量が、これらの範囲の下限値以上であれば、硬化体の乾燥収縮が大きくなく適当な値となり、これらの範囲の上限値以下であると初期強度の低下を招くことがない。
高炉スラグ微粉末は、JIS A 6206に規定されるブレーン比表面積3000cm/g以上のものを用いることができる。
In the hydraulic composition, the amount of blast furnace slag fine powder added is preferably 15 to 200 parts by mass, more preferably 20 to 150 parts by mass, and still more preferably 30 to 120 parts by mass, with respect to 100 parts by mass of the hydraulic component. Most preferably, it is 40-80 mass parts.
If the amount of blast furnace slag fine powder added is equal to or greater than the lower limit of these ranges, the drying shrinkage of the cured product is not large and is an appropriate value, and if it is less than the upper limit of these ranges, the initial strength is reduced. There is no.
As the blast furnace slag fine powder, those having a brain specific surface area of 3000 cm 2 / g or more as defined in JIS A 6206 can be used.

凝結調整剤は、使用する水硬性成分や水硬性組成物の構成成分に応じて、特性を損なわない範囲で適宜添加することができ、凝結遅延剤及び凝結促進剤の成分、添加量及び混合比率を適宜選択して、水硬性組成物と水とを混練して調製するモルタルの可使時間と速硬性・速乾性とを調整することができ、前記モルタルの使用が非常に容易になるため好ましい。   The setting modifier can be added as appropriate within the range that does not impair the properties, depending on the hydraulic component used or the constituent component of the hydraulic composition, and the components, addition amount and mixing ratio of the setting retarder and the setting accelerator. Is suitably selected, and it is possible to adjust the pot life and quick setting / drying property of the mortar prepared by kneading the hydraulic composition and water, which is preferable because the use of the mortar becomes very easy. .

凝結遅延剤としては、公知の凝結遅延剤を用いることが出来る。凝結遅延剤の一例として、硫酸ナトリウム、重炭酸ナトリウム、酒石酸ナトリウム類(L−酒石酸ナトリウム、DL−酒石酸ナトリウム、酒石酸水素ナトリウムなど)、リンゴ酸ナトリウム、クエン酸ナトリウム類、グルコン酸ナトリウムなどの有機酸など、無機ナトリウム塩や有機ナトリウム塩などのナトリウム塩、オキシカルボン酸類などを、それぞれの成分を単独で又は2種以上の成分を併用して用いることが出来る。   As the setting retarder, a known setting retarder can be used. Examples of setting retarders include organic acids such as sodium sulfate, sodium bicarbonate, sodium tartrate (L-sodium tartrate, DL-sodium tartrate, sodium hydrogen tartrate, etc.), sodium malate, sodium citrates, sodium gluconate For example, sodium salts such as inorganic sodium salts and organic sodium salts, oxycarboxylic acids, and the like can be used alone or in combination of two or more.

オキシカルボン酸類は、オキシカルボン酸及びこれらの塩を含む。
オキシカルボン酸としては、例えばクエン酸、グルコン酸、酒石酸、グリコール酸、乳酸、ヒドロアクリル酸、α−オキシ酪酸、グリセリン酸、タルトロン酸、リンゴ酸などの脂肪族オキシ酸、サリチル酸、m−オキシ安息香酸、p−オキシ安息香酸、没食子酸、マンデル酸、トロパ酸等の芳香族オキシ酸等を挙げることができる。
オキシカルボン酸の塩としては、例えばオキシカルボン酸のアルカリ金属塩(具体的にはナトリウム塩、カリウム塩など)、アルカリ土類金属塩(具体的にはカルシウム塩、バリウム塩、マグネシウム塩など)などを挙げることができる。
特に重炭酸ナトリウムやL−酒石酸ナトリウムは、凝結遅延効果、入手容易性、価格の面から好ましく、さらに、これらを併用して用いることがより好ましい。
Oxycarboxylic acids include oxycarboxylic acids and their salts.
Examples of the oxycarboxylic acid include aliphatic oxyacids such as citric acid, gluconic acid, tartaric acid, glycolic acid, lactic acid, hydroacrylic acid, α-oxybutyric acid, glyceric acid, tartronic acid, malic acid, salicylic acid, and m-oxybenzoic acid. Examples thereof include aromatic oxyacids such as acid, p-oxybenzoic acid, gallic acid, mandelic acid and tropic acid.
Examples of oxycarboxylic acid salts include alkali metal salts of oxycarboxylic acids (specifically, sodium salts, potassium salts, etc.), alkaline earth metal salts (specifically, calcium salts, barium salts, magnesium salts, etc.), etc. Can be mentioned.
In particular, sodium bicarbonate and sodium L-tartrate are preferred from the standpoints of setting delay effect, availability, and cost, and more preferably used in combination.

凝結遅延剤は、1種または2種類以上を用いる場合、それぞれの凝結遅延剤の添加量が水硬性成分100質量部に対して、好ましくは0.01〜1.5質量部であり、より好ましくは0.1〜1.2質量部、さらに好ましくは0.15〜1.0質量部、特に好ましくは0.2〜0.8質量部の範囲で用いることにより好適な流動性が得られる可使時間(ハンドリングタイム)を安定して確保できることから好ましい。 When one or more kinds of setting retarders are used, the amount of each setting retarder added is preferably 0.01 to 1.5 parts by mass, more preferably 100 parts by mass with respect to the hydraulic component. 0.1 to 1.2 parts by mass, more preferably 0.15 to 1.0 part by mass, and particularly preferably 0.2 to 0.8 part by mass. It is preferable because the working time (handling time) can be secured stably.

凝結促進剤としては、公知の凝結を促進する成分を用いることができ、例えば、凝結促進効果を有するリチウム塩を好適に用いることができる。
リチウム塩の一例として、炭酸リチウム、塩化リチウム、硫酸リチウム、硝酸リチウム、水酸化リチウムなどの無機リチウム塩や、酢酸リチウム、シュウ酸リチウム、酒石酸リチウム、リンゴ酸リチウム、クエン酸リチウムなどの有機酸有機リチウム塩などのリチウム塩を用いることが出来る。特に炭酸リチウムは、凝結促進効果、入手容易性、価格の面から好ましい。
As a setting accelerator, the well-known component which accelerates | stimulates can be used, for example, the lithium salt which has a setting promotion effect can be used suitably.
Examples of lithium salts include inorganic lithium salts such as lithium carbonate, lithium chloride, lithium sulfate, lithium nitrate, lithium hydroxide, and organic acid organics such as lithium acetate, lithium oxalate, lithium tartrate, lithium malate, and lithium citrate. Lithium salts such as lithium salts can be used. In particular, lithium carbonate is preferable from the viewpoints of the setting acceleration effect, availability, and cost.

凝結促進剤としては、特性を妨げない粒径を用いることが好ましく、粒径は50μm以下にするのが好ましい。
特にリチウム塩を用いる場合、リチウム塩の粒径は50μm以下、さらに30μm以下、特に10μm以下が好ましく、粒径が上記範囲より大きくなるとリチウム塩の溶解度が小さくなるために好ましくなく、特に顔料添加系では微細な多数の斑点として目立ち、美観を損なう場合がある。
As the setting accelerator, it is preferable to use a particle size that does not interfere with the properties, and the particle size is preferably 50 μm or less.
Particularly when a lithium salt is used, the particle diameter of the lithium salt is preferably 50 μm or less, more preferably 30 μm or less, and particularly preferably 10 μm or less. If the particle diameter is larger than the above range, the solubility of the lithium salt decreases, which is not preferable. Then, it may be conspicuous as a large number of fine spots, and the appearance may be impaired.

凝結促進剤は、水硬性成分100質量部に対して、好ましくは0.01〜1質量部であり、より好ましくは0.01〜0.5質量部、さらに好ましくは0.02〜0.3質量部、特に好ましくは0.02〜0.2質量部の範囲で用いることによって、水硬性組成物モルタルの可使時間を確保したのち好適な速硬性・速乾性が得られることから好ましい。   The setting accelerator is preferably 0.01 to 1 part by weight, more preferably 0.01 to 0.5 part by weight, and still more preferably 0.02 to 0.3 part, with respect to 100 parts by weight of the hydraulic component. It is preferable to use in the range of parts by mass, particularly preferably in the range of 0.02 to 0.2 parts by mass, since suitable quick hardening and quick drying can be obtained after securing the pot life of the hydraulic composition mortar.

本発明の水硬性組成物を構成する場合に、特に好適な成分構成は、アルミナセメント、ポルトランドセメント及び石膏からなる水硬性成分と、粘土鉱物質滑性微粉末と、増粘剤とを含み、さらに消泡剤、樹脂粉末、粘土鉱物質を除く無機粉末、流動化剤及び凝結調整剤とを含むものである。   In the case of constituting the hydraulic composition of the present invention, a particularly suitable component constitution includes a hydraulic component composed of alumina cement, Portland cement and gypsum, clay mineral slip fine powder, and a thickener, Further, it contains an antifoaming agent, a resin powder, an inorganic powder excluding clay minerals, a fluidizing agent and a setting modifier.

本発明の水硬性組成物は、水硬性成分及び粘土鉱物質滑性微粉末、増粘剤、消泡剤、樹脂粉末、粘土鉱物質を除く無機粉末、流動化剤及び凝結調整剤などを混合機を用いて混合し、水硬性組成物のプレミックス粉体を得ることができる。   The hydraulic composition of the present invention is a mixture of hydraulic components and clay mineral slip powder, thickener, antifoaming agent, resin powder, inorganic powder excluding clay mineral, fluidizer and setting modifier. A premix powder of a hydraulic composition can be obtained by mixing using a machine.

水硬性組成物のプレミックス粉体は、所定量の水と混合・攪拌して、モルタル状のレベリング性を有するモルタルを製造することができ、そのモルタルを硬化させて水硬性組成物の硬化体を得ることができる。   The premix powder of the hydraulic composition can be mixed and stirred with a predetermined amount of water to produce a mortar having a mortar leveling property. The mortar is cured to obtain a cured product of the hydraulic composition. Can be obtained.

水硬性組成物は、水と混合・攪拌してモルタルを製造することができ、水の添加量を調整することにより、モルタルの流動性、可使時間、材料分離抵抗性、モルタル硬化体の強度などを調整することができる。
本発明の水硬性組成物を用いたモルタルは、水硬性組成物(C)と水(W)とを質量比(W/C)が好ましくは0.16〜0.30の範囲、さらに好ましくは0.18〜0.28の範囲、より好ましくは、0.20〜0.27の範囲、特に好ましくは0.22〜0.26の範囲になるように配合して混練することが好ましい。
Hydraulic composition can be mixed and stirred with water to produce mortar. By adjusting the amount of water added, mortar fluidity, pot life, material separation resistance, strength of mortar hardened body Etc. can be adjusted.
In the mortar using the hydraulic composition of the present invention, the mass ratio (W / C) of the hydraulic composition (C) and water (W) is preferably in the range of 0.16 to 0.30, more preferably. It is preferable to blend and knead so as to be in the range of 0.18 to 0.28, more preferably in the range of 0.20 to 0.27, and particularly preferably in the range of 0.22 to 0.26.

本発明の水硬性組成物は、水と混合して調製したレベリング性を有するモルタルのフロー値が、好ましくは150〜270mm、さらに好ましくは160〜260mm、
特に好ましくは180〜240mmに調整されていることが、施工の容易さ及び水平レベル性の高い硬化体表面を得られやすいという理由により好ましい。
In the hydraulic composition of the present invention, the flow value of the mortar having leveling properties prepared by mixing with water is preferably 150 to 270 mm, more preferably 160 to 260 mm,
It is particularly preferable that the thickness is adjusted to 180 to 240 mm for the reason that it is easy to obtain a hardened body surface with high ease of construction and high level level.

本発明の水硬性組成物を用いたモルタルの施工厚さは、コンクリート床スラブ表面の凹凸状態やスラブ面の傾斜状態によって異なり、個々の施工現場毎に適宜厚さを設定することができ、床スラブ面の最も凸部分上面を基準にして、好ましくは施工厚さ0.1mm〜5mmの範囲、さらに好ましくは施工厚さ0.15mm〜4mmの範囲、より好ましくは施工厚さ0.18mm〜3mmの範囲、特に好ましくは施工厚さ0.2mm〜2mmの範囲で流し込み施工及び/又は鏝塗り施工することが好ましい。
本発明の水硬性組成物を用いたモルタルを床スラブ面の最も凸部分上面を基準にして1mm〜5mmの高さまで薄く施工する場合は、前記モルタルを流し込み施工しながら、スパイクローラー、とんぼ、鏝などを用いてモルタルを均等に広げる操作を行い、床スラブ全体に薄層で高い水平レベルの前記モルタルを形成することが好ましい。
本発明の水硬性組成物を用いたモルタルを床スラブ面の0.1mm〜1mmの高さまですりあわせ施工する場合には、左官鏝などを用いて前記モルタルを塗付け施工し、床スラブのすりあわせ箇所に良好な水平レベル性有するモルタルすりあわせ層を形成することが好ましい。
The construction thickness of the mortar using the hydraulic composition of the present invention varies depending on the uneven state of the concrete floor slab surface and the inclined state of the slab surface, and can be set as appropriate for each construction site. Based on the top surface of the most convex part of the slab surface, the construction thickness is preferably in the range of 0.1 mm to 5 mm, more preferably the construction thickness is in the range of 0.15 mm to 4 mm, more preferably the construction thickness is 0.18 mm to 3 mm. In particular, it is preferable to perform casting and / or glazing with a thickness of 0.2 mm to 2 mm.
When the mortar using the hydraulic composition of the present invention is applied thinly to a height of 1 mm to 5 mm on the basis of the top surface of the most convex part of the floor slab surface, while pouring and applying the mortar, a spike roller, a dragonfly, a bowl It is preferable to perform the operation of spreading the mortar evenly using, for example, to form the mortar at a high level in a thin layer on the entire floor slab.
When the mortar using the hydraulic composition of the present invention is rubbed at a height of 0.1 mm to 1 mm on the floor slab surface, the mortar is applied and applied using a plasterer or the like. It is preferable to form a mortar greasing layer having good horizontal level properties at the rubbing location.

本発明の水硬性組成物を用いたモルタルは、速硬性、速乾性を有しつつ良好な施工性を確保するために充分な可使時間(ハンドリングタイム)を有している。
モルタルの可使時間は、モルタル調製から好ましくは40分間であり、さらに好ましくは50分間であり、特に好ましくは60分間である。
The mortar using the hydraulic composition of the present invention has sufficient pot life (handling time) to ensure good workability while having fast curing and quick drying properties.
The pot life of the mortar is preferably 40 minutes from the preparation of the mortar, more preferably 50 minutes, and particularly preferably 60 minutes.

本発明の水硬性組成物を用いたモルタルは、施工場所の温度や湿度の条件にもよるが、モルタル調製から1時間〜1.9時間の間に硬化を開始し、硬化の進行に伴って硬化体の表面硬度が上昇し、硬化体表面の含水量が低下する。
モルタル硬化体表面のショア硬度は、モルタルの施工から好ましくは6時間後に50以上、さらに好ましくは4時間後に50以上、より好ましくは3.5時間後に50以上、特に好ましくは3時間後に50以上であり、モルタル施工が終了した後、速やかに硬化が進行することによって水硬性モルタルの施工が完了する。
The mortar using the hydraulic composition of the present invention starts curing from 1 hour to 1.9 hours from the preparation of the mortar, depending on the temperature and humidity conditions at the construction site, and with the progress of curing. The surface hardness of the cured body increases, and the water content on the surface of the cured body decreases.
The shore hardness of the cured mortar surface is preferably 50 or more after 6 hours, more preferably 50 or more after 4 hours, more preferably 50 or more after 3.5 hours, particularly preferably 50 or more after 3 hours. Yes, after completion of mortar construction, the construction of hydraulic mortar is completed by the rapid progress of curing.

以下、本発明について実施例に基づいて詳細に説明する。但し、本発明は下記の実施例により制限されるものでない。 Hereinafter, the present invention will be described in detail based on examples. However, the present invention is not limited by the following examples.

(特性の評価方法)
(1)モルタルの流動性評価:
・フロー値の測定法:
JASS・15M−103に準拠して測定する。厚さ5mmのみがき板ガラスの上に内径50mm、高さ51mmの樹脂製パイプ(内容積100ml)を設置し、練り混ぜたモルタルを樹脂製パイプの上端まで充填した後、パイプを鉛直方向に引き上げる。モルタルの広がりが静止した後、直角2方向の直径を測定し、その平均値をフロー値とし、モルタルの流動性を評価する。
(Characteristic evaluation method)
(1) Evaluation of mortar fluidity:
・ Measurement method of flow value:
Measured according to JASS 15M-103. A resin pipe (internal volume 100 ml) having an inner diameter of 50 mm and a height of 51 mm is placed on a 5 mm thick sheet glass, and the kneaded mortar is filled up to the upper end of the resin pipe, and then the pipe is pulled up in the vertical direction. After the spread of the mortar stops, the diameters in two directions at right angles are measured, and the average value is taken as the flow value to evaluate the fluidity of the mortar.

(2)モルタルの鏝塗り作業性評価:
室温20℃、相対湿度65%の条件下で、JIS・A5304舗装用コンクリート平板に規定する300mm×300mm×60mmのコンクリート平板にモルタルを約3〜5mmの厚みで塗り付けて、鏝塗り作業時のモルタルの送り、伸び及び切れの3項目について評価を行う。
また、モルタルをコンクリート平板の表面に約1mmの厚みで塗り付けたのち、左官鏝を用いてすりあわせ部を形成し、鏝塗りすり合わせ性について評価を行う。
1)送り(重さ)の評価
4:大変良好、3:良好、2:実用上問題なし、1:実用上問題あり、0:実用不可、の5段階で行う。
2)伸び(塗り面積)の評価
4:大変良好、3:良好、2:実用上問題なし、1:実用上問題あり、0:実用不可、の5段階で行う。
3)切れ(鏝残り)の評価
4:大変良好、3:良好、2:実用上問題なし、1:実用上問題あり、0:実用不可、の5段階で行う。
4)鏝塗りすりあわせ性(すり合わせ部の形成)の評価
4:大変良好、3:良好、2:実用上問題なし、1:実用上問題あり、0:実用不可、の5段階で行う。
(2) Evaluation of mortar mortar coating:
At a room temperature of 20 ° C. and a relative humidity of 65%, a mortar is applied to a concrete plate of 300 mm × 300 mm × 60 mm specified for a concrete plate for pavement in JIS / A5304 at a thickness of about 3 to 5 mm. The three items of mortar feeding, elongation and cutting are evaluated.
In addition, after applying mortar to the surface of the concrete flat plate with a thickness of about 1 mm, a plastered portion is formed using a plasterer, and evaluation is performed on the plastering and rubbing property.
1) Evaluation of feeding (weight) 4: Very good, 3: Good, 2: No practical problem, 1: Practical problem, 0: Not practical
2) Evaluation of elongation (coating area) 4: Very good, 3: Good, 2: No practical problem, 1: Practical problem, 0: Not practical.
3) Evaluation of cutting (remaining wrinkles): 5 steps: very good, 3: good, 2: no practical problem, 1: practical problem, 0: not practical.
4) Evaluation of glazing and rubbing properties (formation of a rubbed portion) 4: 5 steps: very good, 3: good, 2: no practical problem, 1: practical problem, 0: impractical.

(3)モルタル硬化体の表面特性の評価:
・ショア硬度の測定法:
モルタルを流し込んだ時点から所定の経過時間において、硬化した表面にスプリング式硬度計タイプD型(上島製作所製)を用いて任意の3〜5カ所に垂直に押し付ける。その時のスプリング式硬度計タイプD型のゲージの読み取り値の平均値をその時間のショア硬度とし表面硬度を評価する。
・硬化体表面の性状:
モルタル硬化体表面の性状は、調製したモルタルを、13cm×19cmの樹脂製の型枠に厚さ5mmになるように流し込んで硬化させ、材齢24時間時点で、粉化及び気泡の有無を目視で観察することで評価した。評価は以下の通りとする。
評価条件は、温度20℃、湿度65%の環境下で行う。
○:無し、×:有り。
(3) Evaluation of surface characteristics of cured mortar:
・ Shore hardness measurement method:
At a predetermined elapsed time from the time when the mortar is poured, the hardened surface is pressed vertically to any 3 to 5 locations using a spring type hardness tester type D (manufactured by Ueshima Seisakusho). The average value of the readings of the spring type hardness tester type D gauge at that time is regarded as the Shore hardness of the time, and the surface hardness is evaluated.
-Hardened surface properties:
The surface of the cured mortar body is cured by pouring the prepared mortar into a 13 cm x 19 cm resin mold to a thickness of 5 mm, and visually confirming the presence of pulverization and bubbles at the age of 24 hours. It was evaluated by observing. Evaluation is as follows.
Evaluation conditions are performed in an environment of a temperature of 20 ° C. and a humidity of 65%.
○: None, ×: Present

(4)モルタルの圧縮強度(N/mm)および曲げ強度(N/mm)の評価:
・JIS・R−5201に示される4×4×16cmの型枠に調製したモルタルを型詰めして、温度20℃、湿度65%で24時間気中養生した後、脱型し、さらに気中で所定期間(7日、28日)追加養生して成型体を得る。成型体は、JIS・R−5201記載の方法に従い測定する。
(4) Evaluation of compressive strength (N / mm 2 ) and bending strength (N / mm 2 ) of mortar:
・ Mortar prepared in a 4 × 4 × 16 cm form shown in JIS R-5201 is filled with mold, cured in air at a temperature of 20 ° C. and a humidity of 65% for 24 hours, demolded, and further in the air And additional curing for a predetermined period (7 days, 28 days) to obtain a molded body. The molded body is measured according to the method described in JIS / R-5201.

(使用材料):以下の材料を使用した。
1)水硬性組成物 : 下記の原材料を表1に示す配合割合で混合した水硬性組成物を使用した。
・アルミナセメント : フォンジュ、ケルネオス社製、ブレーン比表面積3100cm/g。
・ポルトランドセメント : 早強セメント、宇部三菱セメント社製、ブレーン比表面積4500cm/g。
・石膏 : II型無水石膏、セントラル硝子社製、ブレーン比表面積3460cm/g。
・粘土鉱物質滑性微粉末 : ロウ石微粉末、平均粒子径=14.8μm、埼玉礦業社製。粒度構成を表4に示す。
・珪砂 : 6号珪砂、東海サンド工業社製。
・増粘剤A : ヒドロキシエチルメチルセルロース系増粘剤、マーポローズMX−30000、松本油脂製薬社製。
・増粘剤B : ヒドロキシプロピルメチルセルロース系増粘剤、マーポローズMP−400、松本油脂社製。
・消泡剤A : ポリエーテル系消泡剤、サンノプコ社製。
・消泡剤B : ポリエーテル系消泡剤、ADEKA社製。
・樹脂粉末 : 酢酸ビニル/バーサチック酸ビニルエステル/アクリル酸エステルの共重合体、ニチゴー・モビニール社製、DM2071P。
・流動化剤 : ポリカルボン酸系流動化剤、花王社製。
・無機成分 : 高炉スラグ微粉末、リバーメント、千葉リバーメント社製、ブレーン比表面積4400cm/g。
・凝結調整剤A : 重炭酸ナトリウム、東ソー社製。
・凝結調整剤B : L−酒石酸ナトリウム、扶桑化学工業社製。
・凝結調整剤C : 炭酸リチウム、本荘ケミカル社製。
(Materials used): The following materials were used.
1) Hydraulic composition: The hydraulic composition which mixed the following raw material with the mixture ratio shown in Table 1 was used.
Alumina cement: Fondge, manufactured by Kerneos, Blaine specific surface area of 3100 cm 2 / g.
Portland cement: Hayashi Cement, Ube Mitsubishi Cement Co., Blaine specific surface area 4500 cm 2 / g.
Gypsum: Type II anhydrous gypsum, manufactured by Central Glass Co., Ltd., Blaine specific surface area of 3460 cm 2 / g.
・ Clay mineral fine powder: fine powder of wax stone, average particle size = 14.8 μm, manufactured by Saitama Sangyo Co., Ltd. Table 4 shows the particle size composition.
Silica sand: No. 6 silica sand, manufactured by Tokai Sand Industries.
-Thickener A: Hydroxyethylmethylcellulose thickener, Marporose MX-30000, manufactured by Matsumoto Yushi Seiyaku Co., Ltd.
Thickener B: Hydroxypropylmethylcellulose thickener, Marporose MP-400, manufactured by Matsumoto Yushi Co., Ltd.
-Antifoam A: A polyether type antifoam, manufactured by San Nopco.
-Antifoaming agent B: A polyether type antifoaming agent, made by ADEKA.
Resin powder: vinyl acetate / versaic acid vinyl ester / acrylic acid ester copolymer, DM2071P manufactured by Nichigo Movinyl Co., Ltd.
-Fluidizer: Polycarboxylic acid fluidizer, manufactured by Kao Corporation.
-Inorganic component: Blast furnace slag fine powder, rebirth, manufactured by Chiba Rebirth, Blaine specific surface area 4400 cm 2 / g.
-Setting adjuster A: Sodium bicarbonate, manufactured by Tosoh Corporation.
-Setting controller B: L-sodium tartrate, manufactured by Fuso Chemical Industries.
-Setting adjuster C: Lithium carbonate, manufactured by Honjo Chemical Co., Ltd.

(モルタルの調製)
室温20℃、相対湿度65%の条件下で、表1に示す配合割合で調製した水硬性組成物と水とを、実施例1〜3については水硬性組成物100質量部に対して水24質量部の割合でそれぞれ配合し、参考例1については水硬性組成物100質量部に対して水22質量部の割合で配合し、回転数650rpmのケミスターラーを用いて3分間混練してモルタルを調製した。
(Preparation of mortar)
Under the conditions of room temperature 20 ° C. and relative humidity 65%, the hydraulic composition and water prepared at the blending ratios shown in Table 1 were used, and in Examples 1 to 3, water 24 was added to 100 parts by mass of the hydraulic composition. Each of them is blended at a ratio of parts by mass. For Reference Example 1, blended at a ratio of 22 parts by mass of water with respect to 100 parts by mass of the hydraulic composition, and kneaded for 3 minutes using a chemistor with a rotation speed of 650 rpm, to obtain a mortar. Prepared.

[実施例1〜3、参考例]
表1に示す成分を配合した水硬性組成物を用いてモルタルを調製し、流動性、鏝塗り作業性、モルタル硬化体の表面特性及びモルタル硬化体の強度特性を測定した結果を表2および表3に示す。
[Examples 1 to 3, Reference Example]
Table 2 and Table 2 show the results of preparing mortar using a hydraulic composition containing the components shown in Table 1, and measuring the fluidity, glazing workability, surface characteristics of the mortar cured body, and strength characteristics of the mortar cured body. 3 shows.

Figure 2009227481
Figure 2009227481

Figure 2009227481
Figure 2009227481

Figure 2009227481
Figure 2009227481

Figure 2009227481
Figure 2009227481

Figure 2009227481
Figure 2009227481

(1)参考例1の塗り床材を施工したり、貼り床材を施工する作業は、モルタルの流動特性が優れるとともに、水硬性成分100質量%中にアルミナセメントを44質量%含むことから良好な速硬性を示し、スラリー施工後3時間でショア硬度74が得られた。(ショア硬度45以上の場合、硬化体層の上に作業者が乗ることが可能)
しかしながら、粒子径が150μmを超える粒子を90質量%以上含んでいるため、左官鏝を用いたすりあわせ施工は困難であった。
(2)実施例1〜3の水硬性組成物は、モルタルの流動性は良好であり、鏝塗り作業性についても、送り、伸び及び切れのいずれについても良好であり、また左官鏝を用いたすりあわせ施工性も優れていた。すりあわせ施工性については、細骨材よりも粒子径が微細な微粉末を用いたことによるものであり、鏝塗り作業における送り、伸び及び切れに関して良好な特性が得られたのは、表面滑性に優れる粘土鉱物系微粉末を選択して用いたことによるものと推考される。
また、実施例1〜3の水硬性組成物は、参考例と同様に水硬性成分100質量%中にアルミナセメントを44質量%含むことから良好な速硬性を示し、スラリー施工後3時間でショア硬度78が得られた。ショア硬度45以上の場合、硬化体層の上に作業者が乗って、塗り床材あるいは貼り床材を施工する作業を行うことが可能であり、本発明の水硬性組成物を用いた場合、速やかに次工程への移行が可能となる。
(1) The work of constructing the coated flooring material of Reference Example 1 or constructing the pasting flooring material is excellent because the mortar has excellent flow characteristics and contains 44% by mass of alumina cement in 100% by mass of the hydraulic component. A rapid hardness was obtained, and a Shore hardness of 74 was obtained 3 hours after slurry application. (If the Shore hardness is 45 or more, an operator can ride on the cured body layer)
However, since it contains 90% by mass or more of particles having a particle size of more than 150 μm, it is difficult to perform the construction using a plasterer.
(2) The hydraulic compositions of Examples 1 to 3 have good mortar fluidity, and are good in both the coating workability, feeding, elongation, and cutting, and using plasterers. The workability was excellent. The grindability is due to the use of fine powder with a particle size finer than that of fine aggregates. This is presumably due to the selection and use of clay mineral fine powders with excellent properties.
In addition, the hydraulic compositions of Examples 1 to 3 show good quick-hardness because they contain 44% by mass of alumina cement in 100% by mass of the hydraulic component as in the reference example, and the shore is 3 hours after slurry application. A hardness of 78 was obtained. When the shore hardness is 45 or more, it is possible for an operator to ride on the cured body layer and to perform the work of constructing the coated floor material or the pasted floor material, and when using the hydraulic composition of the present invention, It becomes possible to move to the next process promptly.

Claims (12)

アルミナセメント、ポルトランドセメント及び石膏からなる水硬性成分と、粘土鉱物質滑性微粉末と、増粘剤とを含むことを特徴とする水硬性組成物。 A hydraulic composition comprising a hydraulic component made of alumina cement, Portland cement and gypsum, a clay mineral matter fine powder, and a thickener. 粘土鉱物質滑性微粉末は、ロウ石微粉末であることを特徴とする請求項1に記載の水硬性組成物。 2. The hydraulic composition according to claim 1, wherein the clay mineral matter fine powder is a fine powder of wax. 粘土鉱物質滑性微粉末は、粘土鉱物質滑性微粉末(100質量%)中に、粒子径が1μmを超えて48μm以下の粒子を80〜99質量%含むことを特徴とする請求項1又は請求項2に記載の水硬性組成物。 The clay mineral matter fine powder comprises 80 to 99% by mass of particles having a particle diameter of more than 1 µm and 48 µm or less in the clay mineral matter fine powder (100 mass%). Or the hydraulic composition of Claim 2. 粘土鉱物質滑性微粉末は、粘土鉱物質滑性微粉末(100質量%)中に、粒子径が1μm以下の粒子及び粒子径が96μm超の粒子を含まず、粒子径が1μmを超えて6μm以下の粒子を25〜50質量%含み、粒子径が6μmを超えて12μm以下の粒子を5〜40質量%含み、粒子径が12μmを超えて24μm以下の粒子を5〜40質量%含み、粒子径が24μmを超えて48μm以下の粒子を5〜40質量%含み、粒子径が48μmを超えて96μm以下の粒子を1〜20質量%含むことを特徴とする請求項1〜3のいずれか1項に記載の水硬性組成物。 The clay mineral matter fine powder does not include particles having a particle size of 1 μm or less and particles having a particle size of more than 96 μm in the clay mineral matter fine powder (100% by mass), and the particle size exceeds 1 μm. 25 to 50% by mass of particles having a particle size of 6 μm or less, 5 to 40% by mass of particles having a particle size of more than 6 μm and 12 μm or less, 5 to 40% by mass of particles having a particle size of more than 12 μm and 24 μm or less, The particle size of 5 to 40% by mass of particles having a particle size of more than 24 μm and 48 μm or less, and 1 to 20% by mass of particles having a particle size of more than 48 μm and 96 μm or less. The hydraulic composition according to Item 1. 増粘剤は、メチル−セルロース系増粘剤であることを特徴とする請求項1〜4のいずれか1項に記載の水硬性組成物。 The hydraulic composition according to any one of claims 1 to 4, wherein the thickener is a methyl-cellulose thickener. 水硬性成分(アルミナセメント、ポルトランドセメント及び石膏の合計=100質量%)は、アルミナセメント5〜90質量%、ポルトランドセメント5〜90質量%及び石膏5〜50質量%からなる水硬性成分であることを特徴とする請求項1〜5のいずれか1項に記載の水硬性組成物。 The hydraulic component (total of alumina cement, Portland cement and gypsum = 100% by mass) is a hydraulic component composed of 5 to 90% by mass of alumina cement, 5 to 90% by mass of Portland cement and 5 to 50% by mass of gypsum. The hydraulic composition according to any one of claims 1 to 5, wherein: 水硬性組成物は、消泡剤を含むことを特徴とする請求項1〜6のいずれか1項に記載の水硬性組成物。 The hydraulic composition according to any one of claims 1 to 6, wherein the hydraulic composition contains an antifoaming agent. 水硬性組成物は、樹脂粉末、流動化剤、粘土鉱物質滑性微粉末を除く無機成分、凝結促進剤及び凝結遅延剤を含むことを特徴とする請求項1〜7のいずれか1項に記載の水硬性組成物。 The hydraulic composition includes an inorganic component excluding a resin powder, a fluidizing agent, a clay mineral matter fine powder, a setting accelerator, and a setting retarder according to any one of claims 1 to 7. The hydraulic composition as described. 水硬性組成物と水とを混練して得られるモルタルは、施工厚が0.1〜5mmの薄塗り施工に用いられることを特徴とする請求項1〜8のいずれか1項に記載の水硬性組成物。 The water according to any one of claims 1 to 8, wherein the mortar obtained by kneading the hydraulic composition and water is used for thin coating construction having a construction thickness of 0.1 to 5 mm. Hard composition. 水硬性組成物と水とを混練して得られるモルタルは、鏝を用いて施工厚が0.1mm〜1mmのすり合わせ部に施工されることを特徴とする請求項1〜9のいずれか1項に記載の水硬性組成物。 The mortar obtained by kneading the hydraulic composition and water is applied to a bonded portion having a construction thickness of 0.1 mm to 1 mm by using a scissors. The hydraulic composition as described in 2. 請求項1〜10のいずれか1項に記載の水硬性組成物と水とを混練して得られるモルタル。 A mortar obtained by kneading the hydraulic composition according to any one of claims 1 to 10 and water. 請求項1〜10のいずれか1項に記載の水硬性組成物と水とを混練して得られるモルタルを硬化させて得られる硬化体。 The hardening body obtained by hardening the mortar obtained by knead | mixing the hydraulic composition and water of any one of Claims 1-10.
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CN101973062A (en) * 2010-07-30 2011-02-16 许庆华 Production method of black attapulgite polymer clay
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JP2013108339A (en) * 2011-03-28 2013-06-06 Ube Ind Ltd Method for constructing concrete floor structure, and concrete floor structure
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006160589A (en) * 2004-12-10 2006-06-22 Showa Denko Kenzai Kk Admixture for plaster mortar and mortar composition containing the same
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Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006160589A (en) * 2004-12-10 2006-06-22 Showa Denko Kenzai Kk Admixture for plaster mortar and mortar composition containing the same
JP2006213593A (en) * 2005-01-04 2006-08-17 Ube Ind Ltd Cement composition and hardened body obtained by including the same
JP2007084359A (en) * 2005-09-20 2007-04-05 Ube Ind Ltd Self-fluidizing hydraulic composition, mortar and method of constructing floor
JP2007269501A (en) * 2006-03-30 2007-10-18 Ube Ind Ltd Cement composition providing increased trowel work efficiency

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CN101973062A (en) * 2010-07-30 2011-02-16 许庆华 Production method of black attapulgite polymer clay
CN101973059A (en) * 2010-07-30 2011-02-16 许庆华 Method for producing white attapulgite soft clay
CN101973733A (en) * 2010-07-30 2011-02-16 许庆华 Production method of purple attapulgite soft ceramic clay
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JP2013108339A (en) * 2011-03-28 2013-06-06 Ube Ind Ltd Method for constructing concrete floor structure, and concrete floor structure
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