JP2008201605A - Rapid-hardening material for highly flowable hydraulic composition and highly flowable hydraulic composition - Google Patents

Rapid-hardening material for highly flowable hydraulic composition and highly flowable hydraulic composition Download PDF

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JP2008201605A
JP2008201605A JP2007037395A JP2007037395A JP2008201605A JP 2008201605 A JP2008201605 A JP 2008201605A JP 2007037395 A JP2007037395 A JP 2007037395A JP 2007037395 A JP2007037395 A JP 2007037395A JP 2008201605 A JP2008201605 A JP 2008201605A
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hydraulic composition
calcium aluminate
hardening material
fast
fluidity
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Yutaka Nakajima
裕 中島
Kazuhiko Nakahara
和彦 中原
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Taiheiyo Materials Corp
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Taiheiyo Materials Corp
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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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/10Accelerators; Activators
    • C04B2103/14Hardening accelerators
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/30Water reducers, plasticisers, air-entrainers, flow improvers

Abstract

<P>PROBLEM TO BE SOLVED: To provide a rapid-hardening material for a highly flowable hydraulic composition capable of giving a rapid-hardening property without causing material segregation while maintaining the high flowability when used for a hydraulic composition such as a highly flowable mortar and a highly flowable concrete whose flowabilities are improved by mixing a water reducer. <P>SOLUTION: The rapid-hardening material for a highly flowable hydraulic composition contains calcium aluminate containing particles having a particle diameter of ≤10 μm as an effective component and the ignition loss of the calcium aluminate with a particle diameter of ≤10 μm is 1-2 wt.%. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、高い流動性を呈するセメントペースト、モルタル又はコンクリート等の水硬性組成物に、速硬性を付与させるために配合使用する高流動水硬性組成物用速硬材に関する。また、速硬性が付与された高流動水硬性組成物に関する。   The present invention relates to a fast-hardening material for a high-fluidity hydraulic composition that is blended and used for imparting fast hardening to a hydraulic composition such as cement paste, mortar, or concrete that exhibits high fluidity. Moreover, it is related with the high fluid hydraulic composition to which quick-hardening was provided.

セメントにアルミン酸カルシウムを加えると、セメントの凝結を大きく促進できることが知られている。(例えば、特許文献1参照。)このため、アルミン酸カルシウムを加えたセメントペースト、モルタル又はコンクリートは、例えば緊急性が高い建築・土木工事等で盛んに使用され、工期の短縮化が図られている。一方で、建築・土木工事では良好な施工作業性を確保する目的から、流動性を高くしたセメントペースト、モルタル又はコンクリートを使用することも多く、このようなセメントペースト、モルタル又はコンクリートでは高流動性を発現させる上で減水剤(分散剤や流動化剤などと称されるものを含む。)の配合添加が不可欠となっている。しかるに、減水剤が含まれた高流動のセメントペースト、モルタルやコンクリートでは、アルミン酸カルシウムを加えると、セメントとアルミン酸カルシウムの水系スラリー中での分散状態に差異が生じる等の理由から、材料分離が発生し易くなるという問題があった。材料分離を防ぐ手段としては一般に増粘剤が使用されている。(例えば、特許文献2参照。)一方で、増粘剤を加えると、高い流動性が得られ難くなり、高い流動性を確保すべく減水剤を大量に配合すると流動性の経時過上昇が生じたり、凝結が遅延化し、速硬性が失われる虞があった。
特開昭60−108352号公報 特開平5−9049号公報
It is known that the addition of calcium aluminate to cement can greatly accelerate the setting of cement. (For example, refer to Patent Document 1.) For this reason, cement paste, mortar, or concrete to which calcium aluminate is added is actively used in, for example, highly urgent construction and civil engineering, and the construction period is shortened. Yes. On the other hand, in construction and civil engineering work, cement paste, mortar or concrete with high fluidity is often used for the purpose of ensuring good workability, and such cement paste, mortar or concrete has high fluidity. It is indispensable to add a water-reducing agent (including those called dispersants and fluidizing agents) in order to develop the above. However, in high-fluid cement pastes, mortars, and concretes that contain a water reducing agent, adding calcium aluminate causes a difference in the dispersion state of cement and calcium aluminate in the aqueous slurry. There has been a problem that it is likely to occur. A thickener is generally used as a means for preventing material separation. (For example, refer to Patent Document 2.) On the other hand, when a thickener is added, it becomes difficult to obtain high fluidity, and when a large amount of a water reducing agent is blended in order to ensure high fluidity, the fluidity overtime rises. There is a possibility that the setting may be delayed and the rapid hardening may be lost.
JP 60-108352 A Japanese Patent Laid-Open No. 5-9049

このため、本発明では、減水剤が配合されて流動性が高められたセメント系の水硬性組成物に対し、材料分離を起こすことなく、また高い流動性を減じることなく速硬性を付与させることができる高流動水硬性組成物用速硬材を提供することを課題とする。また、高い流動性を呈し、材料分離を起こすことなく、凝結後は急速に硬化する高流動水硬性組成物を提供することを課題とする。   For this reason, in the present invention, a cement-based hydraulic composition having a fluidity improved by blending a water reducing agent is imparted with fast hardening without causing material separation and without reducing high fluidity. It is an object of the present invention to provide a fast-hardening material for a high-fluidity hydraulic composition. It is another object of the present invention to provide a highly fluid hydraulic composition that exhibits high fluidity and rapidly cures after setting without causing material separation.

本発明者は、前記課題解決のため鋭意検討を重ねた結果、特定の強熱減量の特定粒径のアルミン酸カルシウムを有効成分とする速硬材が、減水剤を配合して高流動化されたセメント系の水硬性組成物に対して、材料分離を生じさせずに、十分な速硬性を付与できるという知見を得、本発明を完成させた。   As a result of intensive investigations to solve the above problems, the present inventor has realized that a rapid hardening material containing calcium aluminate having a specific particle size with a specific ignition loss is mixed with a water reducing agent to be fluidized. The present inventors have obtained the knowledge that sufficient cementation can be imparted to a cement-based hydraulic composition without causing material separation, thereby completing the present invention.

即ち、本発明は、以下の(1)〜(3)で表す高流動水硬性組成物用速硬材、及び(4)〜(5)で表す高流動水硬性組成物である。(1)粒径10μm以下の粒子を含有してなるアルミン酸カルシウムを有効成分とする高流動水硬性組成物用速硬材であって、粒径10μm以下のアルミン酸カルシウムの強熱減量が1〜2重量%である高流動水硬性組成物用速硬材。(2)アルミン酸カルシウムが粒径10μmを超える粒子を含有し、粒径10μmを超えるアルミン酸カルシウムの強熱減量が0.5重量%以下である前記(1)の高流動水硬性組成物用速硬材。(3)さらに、水100gに対する溶解度が2g以上である無機炭酸塩を含有する前記(1)又は(2)の高流動水硬性組成物用速硬材。(4)前記(1)〜(3)何れかの高流動水硬性組成物用速硬材、セメント及び減水剤を含有してなる高流動水硬性組成物。(5)さらに凝結遅延剤を含有してなる前記(4)の高流動水硬性組成物。   That is, the present invention is a fast-hardening material for high-fluidity hydraulic compositions represented by the following (1) to (3) and a high-fluidity hydraulic composition represented by (4) to (5). (1) A fast-hardening material for a high fluid hydraulic composition containing calcium aluminate containing particles having a particle size of 10 μm or less as an active ingredient, and the ignition loss of calcium aluminate having a particle size of 10 μm or less is 1 Fast-hardening material for highly fluid hydraulic compositions that is ˜2 wt%. (2) The high-fluidity hydraulic composition according to (1), wherein the calcium aluminate contains particles having a particle size exceeding 10 μm, and the ignition loss of the calcium aluminate exceeding 10 μm is 0.5% by weight or less. Fast hardwood. (3) The fast-curing material for high fluid hydraulic composition according to (1) or (2), further comprising an inorganic carbonate having a solubility in 100 g of water of 2 g or more. (4) A high-fluidity hydraulic composition comprising the quick-hardening material for high-fluidity hydraulic composition, cement, and a water reducing agent according to any one of (1) to (3). (5) The highly fluid hydraulic composition according to (4), further comprising a setting retarder.

本発明によれば、例えば高流動モルタルやコンクリートなどの高い流動性の水硬性組成物に、材料分離を発生させずに速硬性を容易に付与させることができるため、安定した品質のモルタルやコンクリートを短期間で得ることが可能となる。   According to the present invention, for example, high-fluidity hydraulic compositions such as high-fluidity mortar and concrete can be easily imparted with fast hardening without causing material separation. Can be obtained in a short period of time.

本発明の高流動水硬性組成物用速硬材に使用するアルミン酸カルシウムは、粒径10μm以下の粒子を必須含有し、かつ該粒子の強熱減量が1〜2重量%の範囲内にあるものとする。ここで、アルミン酸カルシウムとは、CaOとAl23を主要化学成分とする化合物、固溶体、ガラス質若しくはこれらの何れかが混合した物であって、水和活性を有するものであり、例えば、12CaO・7Al23、CaO・Al23、3CaO・Al23、11CaO・7Al23・CaF2、4CaO・3Al23・SO3などを挙げることができ、アルミナセメントも挙げることができる。本発明では、このようなアルミン酸カルシウムのうち、強熱減量が1〜2重量%で粒径10μm以下のものを使用するが、強熱減量が1〜2重量%を呈するようなアルミン酸カルシウムは、例えば水分や二酸化炭素等と反応させることによって好適に得ることができる。粒径10μm以下のアルミン酸カルシウムの強熱減量が1重量%未満のものでは、高流動性を確保する上で減水剤の配合量が増すと流動性の経時上昇を抑えることが困難となり、材料分離が生じ易くなるので好ましくない。また、強熱減量が2重量%を超える粒子では、大気中の水分の影響で微粒子が凝集し易くなることから、アルミン酸カルシウムが凝集粒となって粗大化し、材料分離の抑制が困難になるので好ましくない。 The calcium aluminate used for the fast-hardening material for the high fluid hydraulic composition of the present invention essentially contains particles having a particle size of 10 μm or less, and the loss on ignition of the particles is in the range of 1 to 2% by weight. Shall. Here, calcium aluminate is a compound containing CaO and Al 2 O 3 as main chemical components, a solid solution, glassy material, or a mixture of any of these, and has hydration activity. , 12CaO · 7Al 2 O 3 , CaO · Al 2 O 3 , 3CaO · Al 2 O 3 , 11CaO · 7Al 2 O 3 · CaF 2 , 4CaO · 3Al 2 O 3 · SO 3 Can also be mentioned. In the present invention, among these calcium aluminates, those having a loss on ignition of 1 to 2% by weight and a particle size of 10 μm or less are used, but the calcium aluminate having a loss on ignition of 1 to 2% by weight is used. Can be suitably obtained, for example, by reacting with moisture or carbon dioxide. When the ignition loss of calcium aluminate with a particle size of 10 μm or less is less than 1% by weight, it is difficult to suppress the increase in fluidity over time as the blending amount of the water reducing agent increases to ensure high fluidity. This is not preferable because separation easily occurs. In addition, when the loss on ignition exceeds 2% by weight, the fine particles are likely to aggregate due to the influence of moisture in the atmosphere, so that calcium aluminate becomes coarse and becomes coarse, and it is difficult to suppress material separation. Therefore, it is not preferable.

本発明の高流動水硬性組成物用速硬材中の前記粒径10μm以下のアルミン酸カルシウム粒子の含有量は、好ましくは20質量%以上(100質量%を含む。)、より好ましくは35質量%以上とする。20質量%未満では材料分離の抑制が困難となることがあるので適当ではない。   The content of the calcium aluminate particles having a particle size of 10 μm or less in the fast-hardening material for high fluid hydraulic composition of the present invention is preferably 20% by mass or more (including 100% by mass), more preferably 35% by mass. % Or more. If it is less than 20% by mass, suppression of material separation may be difficult, which is not appropriate.

また、本発明の高流動水硬性組成物用速硬材には、粒径10μmを超えるアルミン酸カルシウムを含有するのが速硬性を付与しつつ高流動性を安定して確保させる上では好ましい。粒径10μmを超えるアルミン酸カルシウムを含有する場合は、その強熱減量が0.5重量%以下のアルミン酸カルシウム粒子を使用する。粒径10μmを超えるアルミン酸カルシウムの強熱減量が0.5重量%を超えるものでは、反応活性が低下し過ぎて速硬性を十分付与できないので好ましくない。強熱減量が0.5重量%以下のアルミン酸カルシウムとしては、例えば製造直後から水分や二酸化炭素等との接触を極力避けたアルミン酸カルシウム等を好適に挙げることができる。粒径10μmを超えるアルミン酸カルシウムの本速硬材中の含有量は、好ましくは20〜80質量%、より好ましくは30〜65質量%とする。20質量%未満では含有効果が得ら無いことがあり、また80質量%を超えると相対的に前記粒径10μm以下のアルミン酸カルシウム粒子の含有割合が低減し、材料分離の抑制が困難となることがある。   In addition, it is preferable that the fast-hardening material for high-fluidity hydraulic composition of the present invention contains calcium aluminate having a particle size of more than 10 μm in order to stably secure high fluidity while imparting fast-curing property. When calcium aluminate having a particle size exceeding 10 μm is contained, calcium aluminate particles having an ignition loss of 0.5% by weight or less are used. When the ignition loss of calcium aluminate having a particle size of more than 10 μm exceeds 0.5% by weight, the reaction activity is excessively lowered and sufficient quick hardening cannot be imparted. As the calcium aluminate having a loss on ignition of 0.5% by weight or less, for example, calcium aluminate that avoids contact with moisture, carbon dioxide, etc. as soon as possible immediately after production can be preferably mentioned. The content of calcium aluminate having a particle diameter of more than 10 μm in the present fast hardwood is preferably 20 to 80% by mass, more preferably 30 to 65% by mass. If the content is less than 20% by mass, the content effect may not be obtained. If the content exceeds 80% by mass, the content ratio of the calcium aluminate particles having a particle size of 10 μm or less is relatively reduced, making it difficult to suppress material separation. Sometimes.

また、本発明の高流動水硬性組成物用速硬材には、水100gに対する溶解度が2g以上である無機炭酸塩を含有使用するのが好ましい。より好ましくは水100gに対する溶解度が5〜200gである無機炭酸塩を含有使用する。ここで、溶解度の値は概ね5〜35℃の範囲で充当するものであれば良い。該溶解度を呈する無機炭酸塩であれば特に限定されることなく使用できる。具体的には、例えば、炭酸ナトリウム、炭酸カリウム、炭酸マグネシウム等を挙げることができる。また、該無機炭酸塩は粒径及び強熱減量とも制限されない。水100gに対する溶解度が2g以上の無機炭酸塩が含有されることにより、速硬性を失うことなく、安定した高流動発現性を保持させることができる。水100gに対する溶解度が2g未満である無機炭酸塩ではこのような作用が殆ど得られない。本発明の高流動水硬性組成物用速硬材中の水100gに対する溶解度が2g未満である無機炭酸塩含有量は、好ましくは0.5〜30質量%、より好ましくは1〜20質量%とする。0.5質量%未満では含有効果が得ら無いことがあり、また30質量%を超えると高い流動性の確保が困難となるので適当ではない。また、炭酸塩以外の塩では、安定した流動性を確保し難くなったり、凝結性に支障を及ぼす可能性もあるため適当ではない。   Moreover, it is preferable to contain and use the inorganic carbonate whose solubility with respect to 100g of water is 2g or more in the quick-hardening material for high fluid hydraulic compositions of this invention. More preferably, an inorganic carbonate having a solubility of 5 to 200 g in 100 g of water is used. Here, the value of solubility should just apply in the range of 5-35 degreeC in general. Any inorganic carbonate exhibiting the solubility can be used without any particular limitation. Specific examples include sodium carbonate, potassium carbonate, magnesium carbonate, and the like. Further, the inorganic carbonate is not limited in particle size and ignition loss. By containing an inorganic carbonate having a solubility in 100 g of water of 2 g or more, stable high fluidity can be maintained without losing fast hardness. Inorganic carbonates having a solubility in 100 g of water of less than 2 g hardly provide such an action. The inorganic carbonate content in which the solubility in 100 g of water in the fast-hardening material for a high fluid hydraulic composition of the present invention is less than 2 g is preferably 0.5 to 30% by mass, more preferably 1 to 20% by mass. To do. If it is less than 0.5% by mass, the effect of inclusion may not be obtained, and if it exceeds 30% by mass, it is difficult to ensure high fluidity, which is not suitable. In addition, salts other than carbonates are not suitable because it may be difficult to ensure stable fluidity or may impair the coagulation properties.

また、本発明の高流動水硬性組成物用速硬材には、本発明の効果を実質喪失させない限り、前記以外の成分が含有されても良い。   In addition, the fast-hardening material for a high fluid hydraulic composition of the present invention may contain components other than those described above as long as the effects of the present invention are not substantially lost.

また、本発明の高流動水硬性組成物は、前記何れかの高流動水硬性組成物用速硬材、セメント及び減水剤を含有してなるものである。   Moreover, the high fluid hydraulic composition of the present invention comprises any of the above-mentioned fast-hardening materials for high fluid hydraulic compositions, cement, and a water reducing agent.

本発明の高流動水硬性組成物に使用する高流動水硬性組成物用速硬材は、前述の発明による高流動水硬性組成物用速硬材の何れか1種を使用する。その配合量はセメント100質量部に対し、5〜100質量部が好ましい。5質量部未満では速硬性が付与され難くなり、また100質量部を超えると流動性が低下することがあるので適当ではない。   The fast-hardening material for high-fluidity hydraulic composition used in the high-fluidity hydraulic composition of the present invention uses any one of the fast-hardening materials for high-fluidity hydraulic composition according to the aforementioned invention. The blending amount is preferably 5 to 100 parts by mass with respect to 100 parts by mass of cement. If it is less than 5 parts by mass, it will be difficult to impart fast-curing properties, and if it exceeds 100 parts by mass, the fluidity may be lowered.

本発明の高流動水硬性組成物に使用するセメントは、何れの水硬性セメントでも良い。具体的には普通、早強、超早強、中庸熱、低熱等の各種ポルトランドセメント、高炉セメントやシリカセメント等の各種混合セメント、白色セメントやエコセメント等の特殊セメントを例示することができる。さらに、2種以上の異なるセメントを併用しても良く、その場合一方がアルミン酸カルシウムが主成分であるアルミナセメントであっても良い。   The cement used in the highly fluid hydraulic composition of the present invention may be any hydraulic cement. Specific examples include various portland cements such as normal, early strength, ultra-early strength, medium heat, and low heat, various mixed cements such as blast furnace cement and silica cement, and special cements such as white cement and ecocement. Further, two or more different cements may be used in combination, in which case one of them may be an alumina cement mainly composed of calcium aluminate.

本発明の高流動水硬性組成物に使用する減水剤は、特に限定されず、何れもモルタルやコンクリートに使用できる高性能減水剤、高性能AE減水剤、AE減水剤、分散剤、流動化剤と称されるものでも良く、また液体でも可溶性粉体からなる減水剤でも良い。このような減水剤の成分としては、例えばナフタレンスルホン酸ホルマリン高縮合物塩を有効成分とするもの、ナフタレンスルホン酸ソーダのホルマリン縮合物を有効成分とするもの、ナフタレンスルホン酸ナトリウム塩ホルマリン重縮合物を有効成分とするもの、高縮合芳香族スルホン酸を有効成分とするもの、変性リグニンと高縮合芳香族スルホン酸複合体を有効成分とするもの、アルキルアリルスルホン酸を有効成分とするもの、アルキルアリルスルホン酸塩を有効成分とするもの、アルキルアリルスルホン酸高縮合物を有効成分とするもの、アルキルアリルスルホン酸塩高縮合物を有効成分とするもの、アルキルナフタレンスルホン酸ホルマリン縮合物を有効成分とするもの、ナフタレンスルホン酸変性リグニン縮合物を有効成分とするもの、ナフタレンスルホン酸変性リグニン縮合物とリグニンを有効成分とするもの、変性リグニンとアルキルアリルスルホン酸と活性持続ポリマーの複合物を有効成分とするもの、ポリアルキルスルホン酸と反応性高分子を有効成分とするもの、アルキルアリルスルホン酸高縮合物とカルボキシル基含有多価ポリマーを有効成分とするもの、アルキルアリルスルホン酸塩変性リグニン共縮合物と変性リグニンを有効成分とするもの、リグニン誘導体とアルキルアリルスルホン酸塩を有効成分とするもの、ポリアルキルアリルスルホン系界面活性剤を有効成分とするもの、アルキルアリルスルホン酸ホルマリン縮合物を有効成分とするもの、ポリアルキルアリルスルホン酸化合物を有効成分とするもの、メラミンスルホン酸系縮合物を有効成分とするもの、メラミンスルホン酸系化合物を有効成分とするもの、メラミンスルホン酸系化合物とポリオール複合体を有効成分とするもの、高縮合トリアジン系化合物を有効成分とするもの、トリアジン環系高縮合物塩の界面活性剤を有効成分とするもの、メチロールメラミン縮合物を有効成分とするもの、変性メチロールメラミン縮合物を有効成分とするもの、変性メチロールメラミン縮合物とカルボン酸系化合物を有効成分とするもの、スルホン化メラミン高縮合物塩を有効成分とするもの、ポリカルボン酸又はその塩を有効成分とするもの等を挙げることができ、これら2種以上を併用しても良い。減水剤の含有量は、セメント100質量部に対し、固型分換算で0.02〜2質量部が好ましい。0.02質量部未満では高い流動性が得られないことがあり、また2質量部を超えると材料分離が生じたり、速硬性の発現が低下することがあるので適当ではない。   The water reducing agent used in the highly fluid hydraulic composition of the present invention is not particularly limited, and any high performance water reducing agent, high performance AE water reducing agent, AE water reducing agent, dispersant, fluidizing agent that can be used for mortar or concrete. Or a water reducing agent comprising a liquid or soluble powder. Examples of such a water reducing agent include, for example, naphthalenesulfonic acid formalin high condensate salt as an active ingredient, naphthalene sodium sulfonate formalin condensate as an active ingredient, naphthalenesulfonic acid sodium salt formalin polycondensate , Active ingredient of highly condensed aromatic sulfonic acid, active ingredient of modified lignin and highly condensed aromatic sulfonic acid complex, active ingredient of alkylallyl sulfonic acid, alkyl Those containing allyl sulfonate as an active ingredient, those containing an alkyl allyl sulfonic acid high condensate as an active ingredient, those containing an alkyl allyl sulfonate high condensate as an active ingredient, and alkyl naphthalene sulfonic acid formalin condensate as an active ingredient Naphthalenesulfonic acid modified lignin condensate as an active ingredient , Naphthalene sulfonic acid modified lignin condensate and lignin as active ingredients, modified lignin, alkylallyl sulfonic acid and active sustained polymer composite, active ingredients, polyalkyl sulfonic acid and reactive polymer Active ingredients, alkylallyl sulfonic acid high condensate and carboxyl group-containing polyvalent polymer as active ingredients, alkyl allyl sulfonate modified lignin co-condensate and modified lignin as active ingredients, lignin derivatives Those containing alkyl allyl sulfonate as an active ingredient, those containing polyalkyl allyl sulfone surfactant as an active ingredient, those containing alkyl allyl sulfonic acid formalin condensate as an active ingredient, polyalkyl allyl sulfonic acid compounds as active ingredients Melamine sulfonic acid condensate is effective Those containing melamine sulfonic acid compounds as active ingredients, those containing melamine sulfonic acid compounds and polyol composites as active ingredients, those containing highly condensed triazine compounds as active ingredients, triazine ring system high condensation Those having a salt surfactant as an active ingredient, those having a methylol melamine condensate as an active ingredient, those having a modified methylol melamine condensate as an active ingredient, a modified methylol melamine condensate and a carboxylic acid compound as active ingredients And those having a sulfonated melamine high condensate salt as an active ingredient, those having a polycarboxylic acid or a salt thereof as an active ingredient, and two or more of these may be used in combination. The content of the water reducing agent is preferably 0.02 to 2 parts by mass in terms of solid content with respect to 100 parts by mass of cement. If the amount is less than 0.02 parts by mass, high fluidity may not be obtained. If the amount exceeds 2 parts by mass, material separation may occur or the expression of fast curing may be reduced.

また、本発明の高流動水硬性組成物は、好ましくは凝結遅延剤を含有する。特に、凝結遅延作用が殆ど無い減水剤を含有使用する場合は、安定した流動性を所望期間確保し続ける上で含有使用することが推奨される。凝結遅延剤は、モルタルやコンクリートに使用できるものなら何れのものでも良く、例えば、クエン酸、酒石酸、グルコン酸、ヘプトン酸、リン酸、硼酸、リグニンスルホン酸又はこれらの塩類等を挙げることができる。凝結遅延剤のの含有量は、セメント100質量部に対し、0.02〜2質量部が好ましい。0.02質量部未満では含有効果が得られないことがあり、また2質量部を超えると材料分離が生じたり、凝結が遅延しすぎる虞があるので適当ではない。   Moreover, the high fluid hydraulic composition of the present invention preferably contains a setting retarder. In particular, when containing and using a water reducing agent having almost no set retarding action, it is recommended to use it in order to maintain a stable fluidity for a desired period. The setting retarder may be any as long as it can be used for mortar and concrete, and examples thereof include citric acid, tartaric acid, gluconic acid, heptonic acid, phosphoric acid, boric acid, lignin sulfonic acid, and salts thereof. . The content of the setting retarder is preferably 0.02 to 2 parts by mass with respect to 100 parts by mass of cement. If the amount is less than 0.02 parts by mass, the inclusion effect may not be obtained. If the amount exceeds 2 parts by mass, material separation may occur or the setting may be delayed too much.

また、本発明の高流動水硬性組成物は、本発明の効果を実質喪失させない範囲で、前記の高流動水硬性組成物用速硬材、セメント及び減水剤以外の材料を含むものであっても良い。含有可能な材料として、例えば、何れもモルタルやコンクリートに使用できる膨張材、石膏、収縮低減剤、消泡剤、凝結促進剤、保水剤、防錆剤、白華防止剤、撥水剤、抗菌剤、ポゾラン反応性微粉、顔料、珪石粉、石灰石粉、ポリマーディスパージョン、再乳化粉末樹脂、繊維、骨材等を挙げることができる。   Further, the high fluid hydraulic composition of the present invention contains materials other than the above-mentioned fast-hardening material for high fluid hydraulic composition, cement and water reducing agent within a range that does not substantially lose the effects of the present invention. Also good. Examples of materials that can be used include swellable materials, plaster, shrinkage reducing agents, antifoaming agents, setting accelerators, water retention agents, rust preventives, anti-whitening agents, water repellents, antibacterials Agents, pozzolanic reactive fine powders, pigments, silica stone powder, limestone powder, polymer dispersions, re-emulsified powder resins, fibers, aggregates and the like.

また、本発明の高流動水硬性組成物の製造方法は特に限定されるものではなく、例えば、モルタルやグラウトミキサーに使用材料を一括投入し、水を加えて混練すれば製造することができる。水の添加量は特に制限されないが、高流動性を得るためには、セメント100質量部に対し、概ね20〜100質量部が推奨される。これより少ない添加量では所望の高流動が得難くなることがあり、またこれより多い添加量では材料分離や強度発現性が低下することがある。   Moreover, the manufacturing method of the highly fluid hydraulic composition of this invention is not specifically limited, For example, it can manufacture by throwing a use material into a mortar and a grout mixer, knead | mixing by adding water. The amount of water added is not particularly limited, but in order to obtain high fluidity, approximately 20 to 100 parts by mass is recommended with respect to 100 parts by mass of cement. If the addition amount is less than this, it may be difficult to obtain a desired high flow, and if the addition amount is more than this, the material separation and strength development may be reduced.

以下、実施例により本発明を具体的に詳しく説明するが、本発明はここで表す実施例に限定されるものではない。   EXAMPLES Hereinafter, the present invention will be described in detail with reference to examples, but the present invention is not limited to the examples shown here.

<アルミン酸カルシウムの調整>
アルミン酸カルシウム源としてアルミナセメントクリンカ(主要化学成分含有質量として、Al23;52%、CaO;38%、SiO2;4%、Fe23;2%)を粉砕・分級し、10μm篩目通過分の粒子を採集した。この採集粒子を所定の強熱減量になるまで室内大気中に放置した後、密封容器に保管した。ここで、強熱減量の測定は、JIS R 2522「耐火物用アルミナセメントの化学分析方法」により行った。この手法により、強熱減量が2.2重量%、1.8重量%、1.1重量%及び0.6重量%の4種類の粒径10μm以下のアルミン酸カルシウムを調整した。該アルミン酸カルシウムを以下、A1(強熱減量2.2重量%のもの)、A2(強熱減量1.8重量%のもの)、A3(強熱減量1.1重量%のもの)及びA4(強熱減量0.6重量%のもの)で表す。また、同様の手法により、アルミナセメントクリンカ粉砕物で10μm篩目を通過できなかった篩上残留粒子も採集し、強熱減量が1.1重量%、0.8重量%、0.3重量%及び0.1重量%の4種類の粒径10μmを超えるアルミン酸カルシウムも調整した。該アルミン酸カルシウムを以下、A5(強熱減量1.1重量%のもの)、A6(強熱減量0.8重量%のもの)、A7(強熱減量0.3重量%のもの)及びA8(強熱減量0.1重量%のもの)で表す。
<Adjustment of calcium aluminate>
Alumina cement clinker as the calcium aluminate source (mass content of main components: Al 2 O 3 ; 52%, CaO; 38%, SiO 2 ; 4%, Fe 2 O 3 ; 2%) is pulverized and classified to 10 μm Particles passing through the sieve mesh were collected. The collected particles were left in the room atmosphere until a predetermined loss on ignition was reached, and then stored in a sealed container. Here, the loss on ignition was measured according to JIS R 2522 “Analytical method of alumina cement for refractory”. By this method, four types of calcium aluminate having a particle size of 10 μm or less having a loss on ignition of 2.2 wt%, 1.8 wt%, 1.1 wt% and 0.6 wt% were prepared. The calcium aluminate is hereinafter referred to as A1 (with a loss on ignition of 2.2% by weight), A2 (with a loss on ignition of 1.8% by weight), A3 (with a loss on ignition of 1.1% by weight) and A4. (Loss on ignition is 0.6% by weight). In addition, by the same method, residual particles on the sieve that could not pass through the 10 μm sieve with the pulverized alumina cement clinker were also collected, and the loss on ignition was 1.1 wt%, 0.8 wt%, 0.3 wt%. And, four kinds of calcium aluminate exceeding 10 μm in particle size of 0.1% by weight were also prepared. The calcium aluminate is hereinafter referred to as A5 (with a loss on ignition of 1.1% by weight), A6 (with a loss on ignition of 0.8% by weight), A7 (with a loss on ignition of 0.3% by weight) and A8. (Ignition loss 0.1% by weight).

<速硬材の作製>
前記アルミン酸カルシウムA1〜A8及び次に表すB1〜B2(何れも市販試薬)から選定される材料を、表1に表した配合量となるよう高速流動型混合容器に投入し、温度約20℃の環境下で1分間混合し、速硬材(本発明品S1〜S11、参考品S12〜S15)を作製した。
<Preparation of fast-hardening material>
A material selected from the calcium aluminates A1 to A8 and the following B1 to B2 (all commercially available reagents) is put into a high-speed fluidized mixing container so as to have the blending amount shown in Table 1, and the temperature is about 20 ° C. Were mixed for 1 minute under the above conditions to produce quick-hardening materials (present products S1 to S11, reference products S12 to S15).

B1;炭酸ナトリウム(水100gに対する20℃での溶解度;22g)
B2;炭酸カリウム(水100gに対する20℃での溶解度;112g)
B1; sodium carbonate (solubility at 20 ° C. in 100 g of water; 22 g)
B2: Potassium carbonate (solubility at 20 ° C. in 100 g of water; 112 g)

Figure 2008201605
Figure 2008201605

<速硬モルタルの作製>
前記作製した速硬材(S1〜S15)と次に表すC〜Jから選定される材料及び水を、表2に表した配合量となるように、先ずセメント(C)と細骨材(G)及び水をホバートミキサに投入し、温度約20℃下で1分間混練してベースモルタルを作製した。引き続き、速硬材を始めとする他の材料をこのベースモルタルに加え、さらに約1分間混練してモルタルを作製した。
<Preparation of fast-curing mortar>
First, cement (C) and fine aggregate (G) so that the material and water selected from C-J shown below and the prepared quick-hardening materials (S1 to S15) and water are the amounts shown in Table 2. ) And water were put into a Hobart mixer and kneaded at a temperature of about 20 ° C. for 1 minute to prepare a base mortar. Subsequently, other materials such as quick-hardening materials were added to the base mortar, and further kneaded for about 1 minute to prepare a mortar.

C;普通ポルトランドセメント(太平洋セメント株式会社製)
D;ポリカルボン酸系高性能減水剤(商品名「コアフローNF−200」、太平洋マテリアル株式会社製)
E;ナフタレンスルフォン酸系高性能減水剤(商品名「マイティ100」、花王株式会社製)
F;無水石膏(市販品)
G;細骨材(JIS R 5201で規定されたセメントの強さ試験用標準砂)
H;炭酸リチウム(市販試薬)
I;セルロースエーテル系増粘剤(商品名「90SH−4000」、信越化学工業株式会社製)
J;クエン酸(市販試薬)
C: Ordinary Portland cement (manufactured by Taiheiyo Cement Co., Ltd.)
D: Polycarboxylic acid-based high-performance water reducing agent (trade name “Core Flow NF-200”, manufactured by Taiheiyo Materials Co., Ltd.)
E: Naphthalene sulfonic acid-based high-performance water reducing agent (trade name “Mighty 100”, manufactured by Kao Corporation)
F: anhydrous gypsum (commercially available)
G: Fine aggregate (standard sand for cement strength test specified in JIS R 5201)
H: Lithium carbonate (commercially available reagent)
I: Cellulose ether type thickener (trade name “90SH-4000”, manufactured by Shin-Etsu Chemical Co., Ltd.)
J: Citric acid (commercially available reagent)

Figure 2008201605
Figure 2008201605

<モルタルの性状評価>
作製したモルタルについて、流動性、材料分離及び速硬性の評価を以下の方法で行った。
<Property evaluation of mortar>
About the produced mortar, fluidity | liquidity, material separation, and quick-hardness evaluation were performed with the following method.

<流動性の評価>
土木学会基準JSCE−F521−1999に準じた手法で、作製直後のモルタルのロート流下時間を20℃の恒温度に保った試験室内にて測定し、流動性の評価指標とした。その測定結果を表3に表す。
<Evaluation of fluidity>
The flow rate of the mortar immediately after the production was measured in a test chamber maintained at a constant temperature of 20 ° C. by a method according to Japan Society of Civil Engineers standard JSCE-F521-1999, and used as an evaluation index of fluidity. The measurement results are shown in Table 3.

<材料分離の評価>
土木学会基準JSCE−F532−1999に準じた手法で、作製したモルタルのブリーディング発生状況を目視で観察した。即ち、前記作製した速硬モルタルを20℃の温度に保った試験室内に静置し、速硬モルタル作製直後から1時間経過後までに、全くブリーディング発生が見られなかったものをでブリーディング発生「無し」と判断し、僅かでもブリーディング発生が見られたものをブリーディング発生「有り」と判断した。その結果を表3に表す。
<Evaluation of material separation>
The bleeding occurrence state of the produced mortar was visually observed by a method according to the Japan Society of Civil Engineers standard JSCE-F532-1999. That is, the prepared fast-curing mortar was allowed to stand in a test chamber maintained at a temperature of 20 ° C., and no bleeding was observed immediately after the preparation of the fast-curing mortar until 1 hour later. It was judged that there was no bleeding, and the occurrence of bleeding was found to be “present”. The results are shown in Table 3.

<速硬性の評価>
20℃の温度に保った試験室内で、作製した直後のモルタルを、内寸直径5cmで高さ10cmの円柱形型枠に充填して静置した。充填完了から5時間経過時点で型枠内のモルタル表面を指で強く押し、少しでも変形するものを「×」、変形しなかったものを「○」とした。その結果を表3に表す。
<Evaluation of fast curing>
In a test chamber maintained at a temperature of 20 ° C., the mortar immediately after the preparation was filled in a cylindrical mold having an inner diameter of 5 cm and a height of 10 cm and left to stand. After 5 hours from completion of filling, the surface of the mortar in the mold was strongly pressed with a finger, and “×” indicates that it deformed even a little, and “◯” indicates that it did not deform. The results are shown in Table 3.

Figure 2008201605
Figure 2008201605

表3の結果から、本発明の速硬材は、高い流動性のモルタルに使用しても、当該モルタルの流動性を殆ど低下させること無く、材料分離を十分抑制でき、かつ短時間で変形等が極めて起こり難い強固な硬化体が得られることがわかる。   From the results in Table 3, the quick-hardening material of the present invention can sufficiently suppress the material separation without substantially reducing the fluidity of the mortar even when used in a high fluidity mortar, and can be deformed in a short time. It can be seen that a hardened body that is extremely difficult to cause is obtained.

Claims (5)

粒径10μm以下の粒子を含有してなるアルミン酸カルシウムを有効成分とする高流動水硬性組成物用速硬材であって、粒径10μm以下のアルミン酸カルシウムの強熱減量が1〜2重量%である高流動水硬性組成物用速硬材。 A fast-hardening material for a high fluid hydraulic composition containing calcium aluminate containing particles having a particle size of 10 μm or less as an active ingredient, wherein the ignition loss of calcium aluminate having a particle size of 10 μm or less is 1 to 2 weights. % Fast-hardening material for highly fluid hydraulic compositions. アルミン酸カルシウムが粒径10μmを超える粒子を含有し、粒径10μmを超えるアルミン酸カルシウムの強熱減量が0.5重量%以下である請求項1記載の高流動水硬性組成物用速硬材。 The fast-hardening material for a high-fluidity hydraulic composition according to claim 1, wherein the calcium aluminate contains particles having a particle size exceeding 10 µm, and the ignition loss of the calcium aluminate exceeding 10 µm is 0.5 wt% or less. . さらに、水100gに対する溶解度が2g以上である無機炭酸塩を含有する請求項1又は2記載の高流動水硬性組成物用速硬材。 Furthermore, the quick-hardening material for high fluid hydraulic compositions of Claim 1 or 2 containing the inorganic carbonate whose solubility with respect to 100g of water is 2g or more. 請求項1〜3何れか記載の高流動水硬性組成物用速硬材、セメント及び減水剤を含有してなる高流動水硬性組成物。 The high fluid hydraulic composition formed by containing the quick-hardening material for high fluid hydraulic compositions in any one of Claims 1-3, cement, and a water reducing agent. さらに凝結遅延剤を含有してなる請求項4記載の高流動水硬性組成物。 The high fluid hydraulic composition according to claim 4, further comprising a setting retarder.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010155739A (en) * 2008-12-26 2010-07-15 Taiheiyo Materials Corp Ultra-light mortar
JP2014205592A (en) * 2013-04-12 2014-10-30 太平洋マテリアル株式会社 Accelerator
JP2014218415A (en) * 2013-05-10 2014-11-20 電気化学工業株式会社 Quick-hardening polymer cement mortar composition
JP2015124140A (en) * 2013-12-27 2015-07-06 太平洋マテリアル株式会社 Fast curing accelerator

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010155739A (en) * 2008-12-26 2010-07-15 Taiheiyo Materials Corp Ultra-light mortar
JP2014205592A (en) * 2013-04-12 2014-10-30 太平洋マテリアル株式会社 Accelerator
JP2014218415A (en) * 2013-05-10 2014-11-20 電気化学工業株式会社 Quick-hardening polymer cement mortar composition
JP2015124140A (en) * 2013-12-27 2015-07-06 太平洋マテリアル株式会社 Fast curing accelerator

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