JP2006182568A - Hardening accelerator and quick-hardening cement composition - Google Patents

Hardening accelerator and quick-hardening cement composition Download PDF

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JP2006182568A
JP2006182568A JP2004374552A JP2004374552A JP2006182568A JP 2006182568 A JP2006182568 A JP 2006182568A JP 2004374552 A JP2004374552 A JP 2004374552A JP 2004374552 A JP2004374552 A JP 2004374552A JP 2006182568 A JP2006182568 A JP 2006182568A
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hardening
cement
calcium aluminate
setting
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JP4878752B2 (en
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Takahisa Ichimura
高央 市村
Yutaka Nakajima
裕 中島
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Taiheiyo Materials Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a hardening accelerator with which a desired relatively long pot life can be secured even after adding water, setting proceeds rapidly after the lapse of the pot life, the setting period from starting of setting to completing of setting is made equal to or shorter than that by a conventional hardening accelerator, and the early strength developing property after hardening can be also enhanced, when it is admixed into a hydraulic composition such as cement, mortar, and concrete and which can be stored for a long period of time. <P>SOLUTION: The hardening accelerator contains calcium aluminate particles each having a hydrate coating layer, unslaked lime and/or slaked lime. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、セメント等の水硬性物質や該水硬性物質を含むモルタルやコンクリート等の硬化を早めるための急硬材に関する。   The present invention relates to a rapid hardening material for accelerating the hardening of a hydraulic substance such as cement or a mortar or concrete containing the hydraulic substance.

コンクリートやモルタル系建造物の緊急工事などでは、短時間で硬化させるために急硬性の混和材を普通セメントなどに混和したものや急硬性セメントを使用することが多く、その急硬成分として、12CaO・7Al23、11CaO・7Al23・CaF2、4CaO・3Al23・SO3、3CaO・Al23などのカルシウムアルミネート類が広く用いられている。カルシウムアルミネート類は、石膏やセメント中に含まれる硫酸カルシウムの共存下で、水和反応によりエトリンガイトを生成する。このエトリンガイトは硬化促進及び短時間強度の発現性を高める作用がある。一方で、カルシウムアルミネート類は保存上の配慮が必要なほど反応活性が高く、カルシウムアルミネート類をそのままセメント、モルタル、コンクリート等に混和使用すると、注水時からの凝結開始時間がかなり早まるため、注水後は短時間で施工作業を終えねばならず、作業上の制約となっていた。このため、グルコン酸、グルコン酸塩、クエン酸、クエン酸塩等の有機酸やケイフッ化物、硼酸、硼酸塩、燐酸塩等の無機化合物等の凝結遅延剤が併用されてきた。遅延剤により、少なくとも注水後の瞬時の凝結を防ぐことはでき、所望の施工作業時間を確保できるようになった。(例えば、特許文献1参照。)しかし、遅延剤の使用はセメント自体の凝結性にも強い遅延作用を及ぼすことから、凝結終結時間の短縮化が行い難く、短時間強度の発現性も低下する傾向が見られ、短期間で施工を完了したい場合に支障があった。カルシウムアルミネート類の反応活性を選択的に抑制できれば施工時に必要とされる可使時間(水硬性組成物における注水時点から凝結開始までの時間)の確保ができると共に、凝結速度の低下が抑えられ、短時間での凝結終結を行える可能性がある。反応活性が抑制されたカルシウムアルミネートとしては、予め水や脂肪酸等でカルシウムアルミネート粒の表面を改質させたものが知られている。(例えば、特許文献2、3参照。)
特開昭61−155239号公報 特開平2−97443号公報 特開昭53−125431号公報
In emergency construction of concrete and mortar-based buildings, in order to harden in a short time, a mixture of a quick-hardening admixture with ordinary cement is often used, and a quick-hardening cement is often used. · 7Al 2 O 3, calcium aluminate such as 11CaO · 7Al 2 O 3 · CaF 2, 4CaO · 3Al 2 O 3 · SO 3, 3CaO · Al 2 O 3 has been widely used. Calcium aluminates produce ettringite by a hydration reaction in the presence of calcium sulfate contained in gypsum and cement. This ettringite has the effect of promoting hardening and enhancing the expression of strength for a short time. On the other hand, calcium aluminates have high reaction activity that requires consideration for storage, and when calcium aluminates are used as they are in cement, mortar, concrete, etc., the setting start time from the time of water injection is considerably accelerated. After water injection, construction work had to be completed in a short time, which was a work restriction. For this reason, coagulation retarders such as organic acids such as gluconic acid, gluconate, citric acid and citrate and inorganic compounds such as silicofluoride, boric acid, borate and phosphate have been used in combination. The retarder can prevent at least instantaneous condensation after water injection, and can secure a desired construction work time. (For example, refer to Patent Document 1) However, since the use of a retarder has a strong retarding effect on the setting property of the cement itself, it is difficult to shorten the setting time of the setting, and the short-term strength is also reduced. There was a tendency, and there was a problem when it was necessary to complete the construction in a short period of time. If the reaction activity of calcium aluminates can be selectively suppressed, the pot life (time from the time of water injection to the start of condensation in the hydraulic composition) can be secured and the reduction in the setting speed can be suppressed. There is a possibility that condensation can be completed in a short time. As calcium aluminate in which the reaction activity is suppressed, those obtained by modifying the surface of calcium aluminate grains with water or fatty acid in advance are known. (For example, see Patent Documents 2 and 3.)
JP-A 61-155239 Japanese Patent Laid-Open No. 2-97443 JP-A-53-125431

水や脂肪酸等で表面改質したカルシウムアルミネート類は、カルシウムアルミネート粒の表層部に水や脂肪酸等の改質用物質とカルシウムアルミネートとの反応層が形成されるので、これを混和使用して得た急硬性セメント、モルタル、コンクリートでは、改質の程度に応じて所望の可使時間が確保でき、また凝結終結時間の遅延化も防ぐことができるものの、急硬作用そのものも低下してしまう。急硬性の低下傾向は可使時間をより長く確保するに連れ顕著になる。本発明はこのような問題を解決するものであり、作業上必要とされる可使時間を十分確保できるると共に、可使時間経過後は急速に凝結が進み、凝結始発から完結までの時間が従来の急硬材に劣ることが無く、硬化後は高い早期強度発現性が得られ、長期保管も可能な急硬材の提供を課題とする。   Calcium aluminates whose surfaces have been modified with water, fatty acids, etc., are used as a reaction layer of a modifying substance such as water or fatty acids and calcium aluminate is formed on the surface layer of calcium aluminate grains. The quick-hardening cement, mortar, and concrete obtained in this way can secure the desired pot life depending on the degree of modification and prevent the setting time from being delayed. End up. The tendency to decrease the rapid hardness becomes more prominent as the pot life is secured longer. The present invention solves such a problem, and it is possible to sufficiently secure the pot life required for work, and after the pot life has passed, the condensation rapidly progresses, and the time from the start to the completion of the condensation is reached. It is an object of the present invention to provide a hardened material that is not inferior to conventional hardened materials, has high early strength development after curing, and can be stored for a long time.

本発明者らは、前記課題解決のための検討を重ねた結果、特定の被覆層を形成させたカルシウムアルミネート粒を用いることによりカルシウムアルミネートの主に初期反応活性を適度に抑制し所望の可使時間を確保すると共に、凝結開始後の凝結速度の促進を生石灰又は消石灰をカルシウムアルミネートと併用することで、確保した可使時間に殆ど影響を及ぼすことなく可使時間経過後は短時間で凝結が完結し、高い強度発現性も得られたことから本発明を完成した。   As a result of repeated studies for solving the above problems, the present inventors have moderately suppressed mainly the initial reaction activity of calcium aluminate by using calcium aluminate grains on which a specific coating layer is formed. In addition to securing the pot life, the use of quick lime or slaked lime in combination with calcium aluminate to accelerate the setting speed after the start of setting has a short effect after the pot life has passed, with little effect on the reserved pot life. Thus, the present invention was completed because the setting was completed and high strength was exhibited.

即ち、本発明は、次の(1)〜(4)の急硬材及び(5)の急硬性セメント組成物である。(1)水和物被覆層を有するカルシウムアルミネート粒子と、生石灰及び/又は消石灰とを含有してなる急硬材。(2)水和物被覆層を有するカルシウムアルミネート粒子100重量部と、生石灰及び/又は消石灰を3〜10重量部含有してなる急硬材。(3)更に、アルミニウム硫酸塩、アルカリ金属硫酸塩、アルカリ金属炭酸塩の何れか1種以上と硫酸カルシウムを含有してなる前記(1)又は(2)の急硬材。(4)更に、硫酸カルシウムを含有してなる前記(1)〜(3)何れかの急硬材。(5)前記(1)〜(4)何れかの急硬材とセメントを含有してなる急硬性セメント組成物。   That is, the present invention is the following (1) to (4) rapid hardening material and (5) rapid hardening cement composition. (1) A hardened material containing calcium aluminate particles having a hydrate coating layer and quicklime and / or slaked lime. (2) A hardened material comprising 100 parts by weight of calcium aluminate particles having a hydrate coating layer and 3 to 10 parts by weight of quicklime and / or slaked lime. (3) The rapid hardening material according to (1) or (2), further comprising at least one of aluminum sulfate, alkali metal sulfate, and alkali metal carbonate and calcium sulfate. (4) The rapid hardening material according to any one of (1) to (3), further comprising calcium sulfate. (5) A quick-hardening cement composition comprising the quick-hardening material and cement according to any one of (1) to (4).

本発明の急硬材を用いることにより、緊急工事にも対応可能な短い凝結時間と高い早期強度発現性を備えたセメント、モルタル、コンクリート等が容易に得られ、しかも施工作業に不可欠な可使時間を比較的長時間付与することが可能である。また、本発明の急硬材は風化に対する耐久性にも格段に優れていることから、様々な使用状況に柔軟に対応することができる。   By using the hardened material of the present invention, cement, mortar, concrete, etc. with a short setting time and high early strength that can be used for emergency work can be easily obtained, and it is indispensable for construction work. It is possible to give time for a relatively long time. Moreover, since the quick-hardened material of the present invention is remarkably excellent in durability against weathering, it can flexibly cope with various usage situations.

本発明の急硬材は、水和物被覆層を有するカルシウムアルミネート粒子を使用する。ここでカルシウムアルミネートは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の総称であって、水和活性を有するものなら限定されない。具体的には例えば、12CaO・7Al23、11CaO・7Al23・CaF2、4CaO・3Al23・SO3などを挙げることができ、アルミナセメントでも良い。用いるカルシウムアルミネート粒子の粒径は特に制限されないが、好ましくは0.3〜200μmとする。より好ましくは、更に150μm篩残分が2重量%以下となるような粒度分布のものが適当である。200μmを超える粒子では反応活性が低過ぎて急硬性を十分付与できないことがあり、0.3μm未満の粒子では、汎用的な手法によって所望の水和物被覆層を形成するのが困難になる。粒状カルシウムアルミネートを被覆する水和物被覆層は特に限定されず、例えば、CaO・Al23・10H2O、2CaO・Al23・8H2O、3CaO・Al23・6H2O、3CaO・Al23・8H2O、4CaO・Al23・13H2O、4CaO・Al23・19H2O、Al23・3H2O等のCaOとAl23とH2O、又はAl23とH2Oから構成されるものを挙げることができる。水和物の被覆量は水和物被覆層を含むカルシウムアルミネート粒の0.3〜5重量%が好ましく、0.5〜4重量%がより好ましい。水和物被覆量が0.3重量%未満ではカルシウムアルミネートの初期反応活性抑制作用が弱くなり可使時間の確保が行えないことがあり、5重量%を超えると被覆層厚が厚くなり過ぎてカルシウムアルミネートの水和反応の大幅な遅れや早期強度発現性が低下することがある。水和物被覆層はカルシウムアルミネート粒のできるだけ全表面を覆うようにするのが、カルシウムアルミネートの初期反応活性を効率良く抑制でき、また、カルシウムアルミネートの風化を強力に抑制し、特殊な保存処置を講じることなく長期保存しても性能が殆ど劣化しないことから望ましい。 The rapid hardwood of the present invention uses calcium aluminate particles having a hydrate coating layer. Here, calcium aluminate is a general term for 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 is not limited as long as it has hydration activity. Specifically, for example, 12CaO · 7Al 2 O 3, 11CaO · 7Al 2 O 3 · CaF 2, 4CaO · 3Al 2 O 3 · SO 3 , etc. can be mentioned, or alumina cement. The particle diameter of the calcium aluminate particles to be used is not particularly limited, but is preferably 0.3 to 200 μm. More preferably, those having a particle size distribution such that the 150 μm sieve residue is 2% by weight or less are suitable. If the particle size exceeds 200 μm, the reaction activity may be too low to provide sufficient rapidity, and if the particle size is less than 0.3 μm, it is difficult to form a desired hydrate coating layer by a general-purpose method. Hydrate coating layer coating the particulate calcium aluminate is not particularly limited, for example, CaO · Al 2 O 3 · 10H 2 O, 2CaO · Al 2 O 3 · 8H 2 O, 3CaO · Al 2 O 3 · 6H 2 O, 3CaO · Al 2 O 3 · 8H 2 O, 4CaO · Al 2 O 3 · 13H 2 O, 4CaO · Al 2 O 3 · 19H 2 O, Al 2 O 3 · 3H 2 CaO of O, etc. and Al 2 O 3 and H 2 O, or those made of Al 2 O 3 and H 2 O and the like. The hydrate coating amount is preferably 0.3 to 5% by weight, and more preferably 0.5 to 4% by weight of the calcium aluminate grains including the hydrate coating layer. If the hydrate coating amount is less than 0.3% by weight, the initial reaction activity suppressing action of calcium aluminate is weakened and the pot life may not be secured. If it exceeds 5% by weight, the coating layer thickness becomes too thick. Therefore, a significant delay in the hydration reaction of calcium aluminate and early strength development may be reduced. Covering the entire surface of the calcium aluminate grains as much as possible, the hydrate coating layer can effectively suppress the initial reaction activity of the calcium aluminate, and can effectively suppress the weathering of the calcium aluminate. This is desirable because the performance hardly deteriorates even if stored for a long time without taking a preservative treatment.

カルシウムアルミネート粒に水和物被覆層を形成させる方法は限定されない。比較的簡易な一例を挙げると、カルシウムアルミネートの粉末を混合機に投入し、約5〜25℃の温度下で投入したカルシウムアルミネート重量のおよそ0.2〜3.5%の重量に相当する水を噴霧器で噴霧しながら混合すれば良い。カルシウムアルミネート粒子に形成された被覆層は水和物のみからなるものが好ましいが、水和物に加えて他の成分が共存する被覆層であっても、本発明の効果を実質阻害しない範囲であれば構わない。このような一例として、モルタルやコンクリートに使用することができる収縮低減剤や分散剤の類を予め溶解させた水を用いてカルシウムアルミネートに噴霧するケースを挙げることができる。   The method for forming the hydrate coating layer on the calcium aluminate grains is not limited. To give a relatively simple example, calcium aluminate powder is charged into a blender and corresponds to a weight of approximately 0.2 to 3.5% of the weight of calcium aluminate charged at a temperature of about 5 to 25 ° C. What is necessary is just to mix, spraying water to spray with a sprayer. The coating layer formed on the calcium aluminate particles is preferably composed only of a hydrate, but even in a coating layer in which other components coexist in addition to the hydrate, the effect of the present invention is not substantially impaired. If it does not matter. As an example of this, there may be mentioned a case in which the calcium aluminate is sprayed using water in which a shrinkage reducing agent and a dispersing agent that can be used for mortar and concrete are previously dissolved.

本発明の急硬材は、生石灰と消石灰の何れか1種又は両者を必須使用する。好ましくは消石灰を使用する。生石灰や消石灰の使用によって、注水後の水和反応開始時に液中のカルシウムイオン濃度を急速に飽和状態にすることができるため、水和物被覆層によって反応活性が低下したカルシウムアルミネートの水和反応を補う作用があり、カルシウムアルミネートの水和が始まると水和が急速に進行し、凝結時間の短縮化を図ることができる。生石灰や消石灰は水和物被覆層を有するカルシウムアルミネート100重量部に対し、3〜10重量部配合使用する。3重量部未満では凝結時間の短縮化が行われ難く、10重量部を超えると可使時間の確保が困難になることがある。生石灰と消石灰を併用する場合は両者間の使用割合は制限されないが、消石灰を生石灰より多く使用するのが好ましい。   The quick-hardened material of the present invention essentially uses one or both of quick lime and slaked lime. Preferably slaked lime is used. By using quicklime and slaked lime, the calcium ion concentration in the liquid can be quickly saturated at the start of the hydration reaction after water injection. There is an action to supplement the reaction, and when calcium aluminate begins to hydrate, hydration proceeds rapidly, and the setting time can be shortened. Quicklime and slaked lime are used in an amount of 3 to 10 parts by weight based on 100 parts by weight of calcium aluminate having a hydrate coating layer. If it is less than 3 parts by weight, it is difficult to shorten the setting time, and if it exceeds 10 parts by weight, it may be difficult to ensure the pot life. When using quicklime and slaked lime in combination, the use ratio between the two is not limited, but it is preferable to use more slaked lime than quicklime.

更に、本発明の急硬材は、水和物被覆層を有するカルシウムアルミネート粒子と、生石灰及び/又は消石灰に加えて、アルミニウム硫酸塩、アルカリ金属硫酸塩、アルカリ金粗炭酸塩の何れか1種又は2種以上を配合するのが好ましい。アルミニウム硫酸塩、アルカリ金属硫酸塩、アルカリ金属炭酸塩はセメントに対する硬化促進作用を有し、早期強度発現性を高める。何れもアルカリ金属種やアルカリ土類金属種は限定されない。アルミニウム硫酸塩、アルカリ金属硫酸塩、アルカリ金粗炭酸塩の配合使用量は水和物被覆層を有するカルシウムアルミネート粒子100重量部に対し0.1〜12重量部とするのが好ましい。0.1重量部未満では配合効果が得られず、12重量部を超えると長期強度発現性が低下することがある。   Furthermore, the rapid hardening material of the present invention is any one of aluminum sulfate, alkali metal sulfate, and alkali gold crude carbonate in addition to calcium aluminate particles having a hydrate coating layer and quick lime and / or slaked lime. It is preferable to blend seeds or two or more. Aluminum sulfate, alkali metal sulfate, and alkali metal carbonate have a hardening promoting effect on cement and enhance early strength development. In either case, the alkali metal species and alkaline earth metal species are not limited. The amount of aluminum sulfate, alkali metal sulfate, and alkali gold crude carbonate used is preferably 0.1 to 12 parts by weight per 100 parts by weight of calcium aluminate particles having a hydrate coating layer. If it is less than 0.1 part by weight, the blending effect cannot be obtained, and if it exceeds 12 parts by weight, the long-term strength development property may be lowered.

また、本発明の急硬材は、前記以外の成分の含有も、本発明の効果を実質喪失させるものでない限り、許容される。このような成分の一例を挙げると、水和反応の調整が行い易くなり、中長期の強度発現性を高めることができることから硫酸カルシウムの含有が推奨される。硫酸カルシウムは何れのものでも使用できるが、特にブレーン比表面積7000cm2/g以上の無水石膏を水和物被覆層を有するカルシウムアルミネート粒子100重量部に対し10〜50重量部含有使用すると優れた水和反応の調整機能を付与するので好ましい。 In addition, the quick-hardened material of the present invention is allowed to contain components other than those described above unless the effects of the present invention are substantially lost. If an example of such a component is given, it will be easy to adjust the hydration reaction, and it is recommended to contain calcium sulfate because it can enhance the medium- to long-term strength development. Any calcium sulfate can be used, but it is particularly preferable to use 10 to 50 parts by weight of anhydrous gypsum having a Blaine specific surface area of 7000 cm 2 / g or more per 100 parts by weight of calcium aluminate particles having a hydrate coating layer. This is preferable because it provides a function for adjusting the hydration reaction.

本発明の急硬材の製造方法は、例えば、予め水和物被覆層を形成させたカルシウムアルミネート粒子、生石灰と消石灰の何れか1種又は両者を所定量配合し、更に必要に応じて他の成分を適量配合し、例えばヘンシェルミキサー、リボンミキサー、噴霧式ミキサー等の混合機で乾式混合すれば容易に得ることができるが、ここに示した方法に限定されるものではない。   The method for producing a rapid hardwood of the present invention includes, for example, a predetermined amount of calcium aluminate particles, quick lime and slaked lime in which a hydrate coating layer has been previously formed, and further, if necessary. However, it is not limited to the method shown here, although it can obtain easily if it mix | blends an appropriate quantity of these ingredients, and dry-mixes, for example with mixers, such as a Henschel mixer, a ribbon mixer, and a spray mixer.

また、本発明の急硬性セメント組成物は、前記発明による急硬材とセメントを含有してなるものである。その配合割合は、セメント100重量部に対し、急硬材20〜200重量部が好ましく、30〜100重量部がより好ましい。急硬材20重量部未満では急硬性が付与され難く、早期強度発現性も低くなり、また200重量部を超えると長期強度発現性の低下や硬化不良を起こす虞がある。使用するセメントは水硬性のセメントであれば、アルミナセメントで無い限り何れのセメントでも良い。使用に比較的適したセメントを例示すると、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等の各種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、シリカセメント等のカルシウムアルミネート成分を主体としない各種混合セメント、白色セメントやエコセメント等の特殊セメントを挙げることができる。またこのようなセメントに代えて、例えばセメントクリンカ粉砕物と石膏を含有する粉末でも良い。   The rapid-hardening cement composition of the present invention comprises the rapid-hardening material and cement according to the present invention. The blending ratio is preferably 20 to 200 parts by weight, more preferably 30 to 100 parts by weight, based on 100 parts by weight of cement. If it is less than 20 parts by weight of the rapid-hardening material, it is difficult to impart rapid hardening, and early strength development becomes low. As long as the cement used is a hydraulic cement, any cement may be used as long as it is not an alumina cement. Examples of cements that are relatively suitable for use include ordinary portland cement, early-strength portland cement, ultra-high-strength portland cement, various portland cements such as moderately heated portland cement, blast furnace cement, fly ash cement, silica aluminate and other calcium aluminates. Examples include various mixed cements that are not mainly composed of components, and special cements such as white cement and eco-cement. Further, instead of such cement, for example, a powder containing cement clinker pulverized material and gypsum may be used.

上記急硬材とセメントからなる急硬性セメント組成物は、少なくともその使用に於いては、概ねセメントとして扱うことができる。また、本発明の急硬性セメント組成物は、本発明の効果を喪失させない範囲で上記急硬材とセメントに加えて、他の成分を含有したものでも良く、例えば、骨材、繊維、顔料、石灰石や珪石等の無機微粉、ポゾラン反応質微粉、収縮低減剤、膨張材、防錆剤、消泡剤、空気連行剤、増粘剤、分散剤や減水剤(高性能減水剤を含む)、白華防止剤、増粘剤等の混和剤・材や水等を含むものが挙げられる。この場合の本急硬性セメント組成物は、例えばモルタルやコンクリートと概ね同様に扱うことができる。また、本急硬性セメント組成物の可使時間を特に長く確保したい場合は、凝結遅延剤を含有させることで可能となり、この場合適量、例えばセメント100重量部に対し概ね0.1〜0.5重量部の使用であれば、早期強度発現性の低下や凝結時間の目立った遅延は起こさず、例えば0.5〜3.5時間程度の可使時間が十分確保できる。   The rapid-hardening cement composition comprising the rapid-hardening material and cement can be generally handled as cement at least in use. In addition, the quick-hardening cement composition of the present invention may contain other components in addition to the quick-hardening material and cement as long as the effects of the present invention are not lost. For example, aggregates, fibers, pigments, Inorganic fine powder such as limestone and silica, pozzolanic reactive fine powder, shrinkage reducing agent, expansion material, rust preventive agent, antifoaming agent, air entraining agent, thickener, dispersant and water reducing agent (including high performance water reducing agent), Examples include those containing admixtures / materials such as white flower inhibitor and thickener and water. In this case, the rapid-hardening cement composition can be handled in substantially the same manner as, for example, mortar and concrete. In addition, when it is desired to ensure a particularly long pot life of the present rapid-hardening cement composition, it becomes possible to contain a setting retarder, and in this case, an appropriate amount, for example, about 0.1 to 0.5 with respect to 100 parts by weight of cement. If the weight part is used, the deterioration of the early strength development and the noticeable delay of the setting time do not occur, and a pot life of, for example, about 0.5 to 3.5 hours can be secured sufficiently.

本発明の急硬性セメント組成物の製造方法は特に限定されない。一例を示すと、上記急硬材とセメントからなる急硬性セメント組成物又は上記急硬材とセメントに無機微粉、ポゾラン反応質微粉、凝結遅延剤の何れか1種又は2種以上が加わったものからなる急硬性セメント組成物の場合は、各材料を所定量ヘンシェルミキサー等の混練機に投入し乾式混合するのが好ましく、またこれ以外の成分も含む急硬性セメント組成物では水以外の使用全材料を二軸ミキサなどの混合・混練機に一括投入し、適宜混合・撹拌した後、注水して1〜5分程度混練するのが好ましい。配合する水量は、セメントと本急硬材100重量部に対し、水30〜65重量部が推奨される。   The manufacturing method of the rapid-hardening cement composition of this invention is not specifically limited. For example, a quick-hardening cement composition composed of the above-mentioned quick-hardening material and cement, or one or two or more of inorganic fine powder, pozzolanic reactant fine powder and setting retarder added to the quick-hardening material and cement. In the case of the quick-hardening cement composition, it is preferable to add a predetermined amount of each material to a kneader such as a Henschel mixer and dry-mix, and in the quick-hardening cement composition containing other components, all the materials other than water are used. It is preferable that the materials are put all at once into a mixing / kneading machine such as a twin-screw mixer, mixed and stirred as appropriate, and then poured for kneading for about 1 to 5 minutes. The amount of water to be blended is recommended to be 30 to 65 parts by weight of water with respect to 100 parts by weight of cement and the present hard material.

以下、実施例により本発明を具体的に詳しく説明する。
カルシウムアルミネート粒子として、CaOとAl23をモル比で12:7に配合した混合物を大気中約1600℃で焼成した後、焼成装置内で自然放冷したものを粉砕し、ブレーン比表面積約4000g/cm2に調整した結晶質12CaO・7Al23粒子、又はアルミナセメント(ブレーン比表面積5100cm2/g、太平洋マテリアル株式会社製)を用いた。このカルシウムアルミネート粒子50000gをレーディゲミキサーに入れ、ミキサーを回転させながら、水250gを噴霧器によって約2分間かけて噴霧添加し、更に10分間回転混合し、これを約20℃の大気中に3時間放置し、カルシウムアルミネート粒子表面に水和物の被覆層を形成させた。
Hereinafter, the present invention will be described in detail by way of examples.
As calcium aluminate particles, a mixture of CaO and Al 2 O 3 in a molar ratio of 12: 7 was baked at about 1600 ° C. in the air, and then naturally cooled in a baking apparatus, and then pulverized. Crystalline 12CaO · 7Al 2 O 3 particles adjusted to about 4000 g / cm 2 or alumina cement (Brain specific surface area of 5100 cm 2 / g, manufactured by Taiheiyo Materials Co., Ltd.) was used. Put 50000 g of the calcium aluminate particles in a Laedige mixer, and while rotating the mixer, add 250 g of water by spraying over about 2 minutes with a sprayer and spin-mix for another 10 minutes. The mixture was left for 3 hours to form a hydrate coating layer on the surface of the calcium aluminate particles.

水和物被覆層を形成させた12CaO・7Al23粒子(A1)、水和物被覆層を形成させたアルミナセメント粒子(A2)、被覆層を形成させなかったアルミナセメント粒子(A3)の3種のカルシウムアルミネートを使用し、この何れかと炭酸リチウム、消石灰、生石灰、II型無水石膏、硫酸アルミニウム、硫酸カリウム(何れも市販試薬)から選定される材料を表1に表す配合量となるようレーディゲミキサーに一括投入し、約3分間混合して急硬材(本発明品H1〜H7、参考品H10及びH20)を作製した。得られた急硬材はビニール袋にできるだけ隙間がないよう詰め入れて密封した。一部の急硬材(本発明品H2の一部)はビニール詰めをせずに温度20℃湿度70%に保った恒温恒湿器内に28週間放置した。 12CaO · 7Al 2 O 3 particles (A1) having a hydrate coating layer, alumina cement particles (A2) having a hydrate coating layer, and alumina cement particles (A3) having no coating layer formed. Three types of calcium aluminate are used, and any one of these materials is selected from lithium carbonate, slaked lime, quicklime, type II anhydrous gypsum, aluminum sulfate, and potassium sulfate (all are commercially available reagents). A rapid hardwood (invention products H1 to H7, reference products H10 and H20) was prepared by batch charging into a Roedige mixer and mixing for about 3 minutes. The obtained quick-hardened material was packed and sealed so that there was as little gap as possible in the plastic bag. Some rapid-hardening materials (part of the product H2 of the present invention) were left for 28 weeks in a constant temperature and humidity chamber maintained at a temperature of 20 ° C. and a humidity of 70% without being filled with vinyl.

Figure 2006182568
Figure 2006182568

製造から1週間経過後の該急硬材、普通ポルトランドセメント(太平洋セメント株式会社製)、細骨材(比重2.69、静岡県小笠産陸砂)を表3の配合量となるようホバートミキサーで混合した。次いで、表2記載の量のクエン酸及びヘプトン酸ナトリウムを表2記載量の水に溶解したものをホバートミキサー中の混合物に加え、更に約1分混練し、スラリー状の組成物(本発明品S1〜S9、参考品S10〜S12)を得た。尚、一部の組成物(本発明品S9)の作製については前記の恒温恒湿器内で28週間放置した急硬材を使用した。   The Hobart mixer so that the blended amount shown in Table 3 is applied to the hardwood, ordinary Portland cement (manufactured by Taiheiyo Cement Co., Ltd.) and fine aggregate (specific gravity 2.69, land sand produced in Ogasa, Shizuoka Prefecture) Mixed. Next, a solution obtained by dissolving the amounts of citric acid and sodium heptonate described in Table 2 in the amount of water described in Table 2 is added to the mixture in the Hobart mixer, and the mixture is further kneaded for about 1 minute. S1-S9 and reference products S10-S12) were obtained. For the preparation of a part of the composition (the product S9 of the present invention), a hard material left for 28 weeks in the above-mentioned constant temperature and humidity chamber was used.

Figure 2006182568
Figure 2006182568

得られたスラリー状の組成物に対し、JIS R 5201の「セメントの物理試験方法」に準じた方法で凝結試験を行い、注水時点からの凝結始発及び凝結終結時間を測定した。また該スラリー状の組成物を混練終了後5〜10分の間に所定の型枠に充填し、40×40×160mmの硬化試験体を作製した。材齢2時間、3時間及び1週間の各試験体に対し圧縮強度を測定した。圧縮強度の測定方法は、JIS R 5201の「セメントの物理試験方法」に準拠した方法で行った。以上の結果を表3に表す。   The obtained slurry-like composition was subjected to a setting test according to a method according to “JIS C 5201“ Physical testing method for cement ”, and the initial setting time and the final setting time from the time of water injection were measured. Further, the slurry-like composition was filled into a predetermined mold within 5 to 10 minutes after the completion of kneading to prepare a 40 × 40 × 160 mm curing test body. The compressive strength was measured for each specimen at a material age of 2 hours, 3 hours, and 1 week. The compressive strength was measured by a method based on “Physical testing method for cement” of JIS R 5201. The above results are shown in Table 3.

Figure 2006182568
Figure 2006182568

表3より、本発明の急硬材を使用した組成物は30分以上の比較的長い可使時間の確保が行え、可使時間経過後は急速に凝結が進行し、極短時間で凝結が完了し、高い早期強度発現性を有することができる。しかもこの性状は長期間高湿度下で保存されたものでも殆ど失うことが無く、風化に対する耐久性にも優れたものであることがわかる。   From Table 3, the composition using the quick-hardening material of the present invention can secure a relatively long pot life of 30 minutes or more, and after the pot life has elapsed, the setting rapidly progresses and the setting takes place in a very short time. Completed and can have high early strength development. In addition, it can be seen that even if the properties are stored for a long time under high humidity, they are hardly lost and have excellent weathering durability.

Claims (5)

水和物被覆層を有するカルシウムアルミネート粒子と、生石灰及び/又は消石灰を含有してなる急硬材。 A hardened material comprising calcium aluminate particles having a hydrate coating layer and quick lime and / or slaked lime. 水和物被覆層を有するカルシウムアルミネート粒子100重量部と、生石灰及び/又は消石灰を3〜10重量部含有してなる急硬材。 A rapid hardwood comprising 100 parts by weight of calcium aluminate particles having a hydrate coating layer and 3 to 10 parts by weight of quicklime and / or slaked lime. 更に、アルミニウム硫酸塩、アルカリ金属硫酸塩、アルカリ金属炭酸塩の何れか1種以上を含有してなる請求項1又は2記載の急硬材。 The rapid hardening material according to claim 1 or 2, further comprising at least one of aluminum sulfate, alkali metal sulfate, and alkali metal carbonate. 更に、硫酸カルシウムを含有してなる請求項1〜3何れか記載の急硬材。 Furthermore, the rapid-hardening material in any one of Claims 1-3 formed by containing calcium sulfate. 請求項1〜4何れか記載の急硬材とセメントを含有してなる急硬性セメント組成物。 A rapid-hardening cement composition comprising the rapid-hardening material according to any one of claims 1 to 4 and cement.
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JP2013241306A (en) * 2012-05-21 2013-12-05 Denki Kagaku Kogyo Kk Cement admixture, cement composition and method for producing the same
JP2018002522A (en) * 2016-06-30 2018-01-11 宇部興産株式会社 Early-strength admixture for secondary product and early-strength concrete for secondary product
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JP2021119115A (en) * 2017-03-16 2021-08-12 太平洋マテリアル株式会社 Quick-hardening polymer cement composition and quick-hardening polymer cement mortar
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CN116655356B (en) * 2023-01-28 2023-12-12 马鞍山利尔开元新材料有限公司 Low-carbon magnesia-zirconia-carbon converter sliding brick and preparation method thereof

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