JP2013095624A - Quick-hardening agent and quick-hardening cement composition - Google Patents

Quick-hardening agent and quick-hardening cement composition Download PDF

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JP2013095624A
JP2013095624A JP2011239052A JP2011239052A JP2013095624A JP 2013095624 A JP2013095624 A JP 2013095624A JP 2011239052 A JP2011239052 A JP 2011239052A JP 2011239052 A JP2011239052 A JP 2011239052A JP 2013095624 A JP2013095624 A JP 2013095624A
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quick
cement
gypsum
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Yutaka Nakajima
裕 中島
Shinya Akae
信哉 赤江
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Taiheiyo Materials Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a quick-hardening agent to be used for cement compositions, having a high initial strength developability, further being excellent in a mid/long-term strength developability, and being capable of obtaining a pot life securing enough working hours of construction and placing.SOLUTION: The quick-hardening agent includes β type gypsum hemihydrate (B) and anhydrous gypsum (C) by a mass ratio (C/B) of 2 to 20, and contains calcium aluminate of 70 to 200 pts.mass to 100 pts.mass of the to a total content of the β type gypsum hemihydrate and the anhydrous gypsum. Moreover, the quick-hardening cement composition contains 10 to 150 pts.mass of the quick-hardening agent 100 pts.mass of cement.

Description

本発明は、セメント系組成物に速硬性を付与するための速硬剤及びこれを用いた速硬性のセメント組成物に関する。   The present invention relates to a quick hardening agent for imparting fast hardening to a cementitious composition and a fast hardening cement composition using the same.

モルタルやコンクリートなどのセメント組成物の凝結に要する時間を短縮し、且つ注水から短時間で高い強度を発現可能な硬化物にせしめる為に、セメント組成物に例えばカルシウムアルミネートやアルミン酸ナトリウムなどを有効成分とする速硬剤が添加されている。速硬剤が配合されたセメント組成物では、注水から凝結が始発するまでの時間も短く、始発時間が短くなり過ぎると、モルタルやコンクリートの打設に要する作業時間が確保できないことがある他、長期的な強度発現性が低く、耐久性の点から必ずしも満足できるものが得難いといった問題がある。かかる問題解決の為、例えばクエン酸や酒石酸などのオキシカルボン酸類のような中性〜弱酸性領域の凝結遅延剤を配合することで凝結が遅延し、可使時間を長くできることが知られている。(例えば、特許文献1参照。)そして、可使時間を長く確保するには、このような有機系凝結遅延剤の配合量を増加させれば良いが、増加に伴い初期強度発現性が急激に低下し、速硬性が失われ易い。また、無水石膏を配合することで、中・長期の強度発現性が向上し、オキシカルボン酸類ほどではないものの、多少とも可使時間の確保が行える。こちらの方も、配合量を増すほど可使時間の確保が多少とも容易になるが、配合量を増すに連れて膨張するため、作業時間を十分確保するための可使時間を得ようとすると、かなりの量を使用せねばならず、その結果過膨張を起こし、ひび割れが発生する虞がある。(例えば、特許文献2参照。)   In order to shorten the time required for the setting of the cement composition such as mortar and concrete and to make a hardened material capable of developing high strength in a short time from the water injection, the cement composition may contain, for example, calcium aluminate or sodium aluminate. A quick hardener as an active ingredient is added. In cement compositions containing quick hardening agents, the time from water injection to the start of setting is also short, and if the start time is too short, the work time required for placing mortar or concrete may not be secured, There is a problem that long-term strength development is low, and it is difficult to obtain a satisfactory product from the viewpoint of durability. In order to solve such problems, it is known that the setting time can be delayed and the pot life can be extended by adding a setting retarder in a neutral to weakly acidic range such as oxycarboxylic acids such as citric acid and tartaric acid. . (For example, refer to Patent Document 1) In order to ensure a long pot life, it is sufficient to increase the blending amount of such an organic setting retarder, but the initial strength develops rapidly with the increase. Decrease, and quick hardening is easily lost. In addition, by adding anhydrous gypsum, medium and long-term strength development is improved, and although it is not as much as oxycarboxylic acids, the pot life can be secured to some extent. As for this person, securing the pot life becomes somewhat easier as the blending amount is increased, but it expands as the blending amount increases, so when trying to obtain the pot life to secure enough work time A considerable amount must be used, resulting in overexpansion and cracking. (For example, see Patent Document 2.)

特開昭60−108352号公報JP 60-108352 A 特開2006−62888号公報JP 2006-62888 A

前記のように、セメント組成物に速硬剤を配合した系では、可使時間の長期化と速硬性の発現は相容れない性状であり、何れか一方の性状を満足できる水準まで高めると、他方の性状発現が阻害される。本発明はかかる問題を解決するものであり、即ち、高い初期強度発現性の具備し、しかも中長期の強度発現性も良好で、且つ例えば施工や打設時の作業時間を十分確保できるような可使時間を得ることが可能な速硬剤を提供することを課題とする。   As described above, in a system in which a fast curing agent is blended with a cement composition, prolonged use time and expression of fast curing are incompatible properties, and when one of the properties is increased to a satisfactory level, Characterization is inhibited. The present invention solves such a problem, that is, has a high initial strength development property, has a good medium- to long-term strength development property, and can sufficiently secure, for example, work time during construction and placing. It is an object of the present invention to provide a quick hardener capable of obtaining a pot life.

本発明者は、前記課題解決のため鋭意検討した結果、驚くことに、結晶構造がβ型の半水石膏と無水石膏を特定の量比としたものをカルシウムアルミネートに配合した速硬剤がかかる課題を総じて解決できるものであることを見出し、本発明をなすに至った。   As a result of diligent study to solve the above problems, the present inventor has surprisingly found that a quick hardener blended with calcium aluminate having a crystal structure of β-type hemihydrate gypsum and anhydrous gypsum in a specific amount ratio. It has been found that such problems can be solved as a whole, and the present invention has been made.

即ち、本発明は、次の(1)で表される速硬剤及び(2)〜(3)で表される速硬性セメント組成物である。(1)β型半水石膏(B)と無水石膏(C)を質量比(C/B)=2〜20で含有し、且つβ型半水石膏と無水石膏の合計含有量100質量部に対し、カルシウムアルミネート70〜200質量部を含有する速硬剤。(2)前記(1)の速硬剤10〜150質量部とセメント100質量部を含有する速硬性セメント組成物。(3)石膏類を除く凝結遅延成分を含まない前記(2)の速硬性セメント組成物。   That is, this invention is the quick-hardening agent represented by following (1), and the quick-hardening cement composition represented by (2)-(3). (1) β-type hemihydrate gypsum (B) and anhydrous gypsum (C) are contained at a mass ratio (C / B) = 2 to 20 and the total content of β-type hemihydrate gypsum and anhydrous gypsum is 100 parts by mass. On the other hand, a quick hardener containing 70 to 200 parts by mass of calcium aluminate. (2) A quick-hardening cement composition containing 10 to 150 parts by weight of the quick-hardening agent (1) and 100 parts by weight of cement. (3) The fast-setting cement composition according to (2) above, which does not contain a setting delay component other than gypsum.

本発明の速硬剤をモルタルやコンクリート等のセメント組成物に用いれば、有機系凝結遅延剤を用いなくとも施工や打設時に必要とされる作業時間を確保することが可能なため、高い初期強度が支障なく発現でき、さらに、中・長期の強度発現性も向上させることができる。   If the rapid curing agent of the present invention is used in a cement composition such as mortar or concrete, it is possible to ensure the working time required for construction and placing without using an organic setting retarder, so that a high initial Strength can be expressed without hindrance, and medium and long-term strength development can also be improved.

本発明の速硬剤に含有する無水石膏とβ型半水石膏の石膏類は、注水後のカルシウムアルミネートの初期水和を抑制し、凝結の始発時間を遅らせることができる。よって、可使時間を確保する手段として本発明では当該石膏類の含有が不可欠である。このうち、本発明の速硬剤の含有成分である無水石膏は、何れのものでも良く、入手の容易性等からはII型の無水石膏とする。無水石膏の使用は可使時間を得ることに大きく寄与し、また中長期の強度発現性を向上する。   The anhydrous gypsum and β-type hemihydrate gypsum contained in the rapid curing agent of the present invention can suppress the initial hydration of calcium aluminate after water injection and delay the initial setting time. Therefore, in the present invention, the inclusion of the gypsum is indispensable as a means for securing the pot life. Of these, anhydrous gypsum, which is a component of the quick-hardening agent of the present invention, may be any one, and is type II anhydrous gypsum from the standpoint of availability. Use of anhydrous gypsum greatly contributes to obtaining a pot life, and improves strength development in the medium to long term.

本発明の速硬剤の含有成分であるβ型半水石膏は、石膏類(半水石膏、二水石膏及び無水石膏)の結晶の中でも水への溶解速度が最も早いものであることから、注水後にいち早く硫酸イオンを放出し、カルシウムアルミネートの初期水和物からのエトリンガイト相の生成を早め、初期強度発現性を高めることができる。β型以外の結晶構造の半水石膏や二水石膏などではこのような作用がかなり弱くなる。即ち、β型半水石膏は、無水石膏の配合使用により凝結の始発から終結までの間が長くなるのを避けることができ、一方で無水石膏などと同様に凝結始発時間を遅らせて可使時間の確保を容易にする作用も具備する。このようにβ型半水石膏と無水石膏の関係は可使時間確保と速硬性発現に深く関わるものであるため、本発明の速硬剤中の両石膏の含有量も、β型半水石膏(B)と無水石膏(C)が質量比(C/B)=2〜20となる関係を満たす必要がある。質量比(C/B)が2未満では可使時間を十分確保できないので好ましくなく、また質量比(C/B)が20を超えると、初期強度の低下に加え、中長期の強度発現性も低下することがあるので好ましくない。   Β-type hemihydrate gypsum, which is a component of the quick-hardener of the present invention, has the fastest dissolution rate in water among the crystals of gypsum (semihydrate gypsum, dihydrate gypsum and anhydrous gypsum). It is possible to release sulfate ions immediately after water injection, accelerate the formation of ettringite phase from the initial hydrate of calcium aluminate, and enhance the initial strength development. Such effects are considerably weakened with hemihydrate gypsum and dihydrate gypsum having crystal structures other than β-type. In other words, β-type hemihydrate gypsum can avoid a long period from the beginning to the end of setting due to the use of anhydrous gypsum. On the other hand, as with anhydrous gypsum, etc. It also has the function of facilitating securing the above. As described above, since the relationship between β-type hemihydrate gypsum and anhydrous gypsum is deeply related to securing the pot life and expression of fast setting, the content of both gypsum in the quick-curing agent of the present invention is also β-type hemihydrate gypsum. (B) and anhydrous gypsum (C) need to satisfy | fill the relationship from which mass ratio (C / B) = 2-20. If the mass ratio (C / B) is less than 2, the pot life cannot be secured sufficiently, which is not preferable. If the mass ratio (C / B) exceeds 20, not only the initial strength is lowered, but also the medium- to long-term strength developability. Since it may decrease, it is not preferable.

また、本発明の速硬剤の含有成分であるカルシウムアルミネートは、化学成分としてCaOとAl23からなる結晶質やガラス化が進んだ構造の水和活性物質であれば何れのものでも良く、CaOとAl23に加えて他の化学成分が加わった化合物、固溶体、ガラス質物質又はこれらの混合物等でも本発明の効果を実質喪失させない限り何れのものでも良い。前者は、例えば12CaO・7Al23、CaO・Al23、3CaO・Al23、CaO・2Al23、CaO・6Al23等が挙げられ、後者は、例えば4CaO・3Al23・SO3、11CaO・7Al23・CaF2、Na2O・8CaO・3Al23等を挙げられる。好ましくは、低温での強度発現性に優れていることから、非晶質の12CaO・7Al23、CaO・Al23又は/及び3CaO・Al23を少なくとも一部含むものが良い。このようなカルシウムアルミネートの調整方法は、例えば所定配合比にしたCaO源とAl23源の原料混合物を加熱溶融し急冷すれば得られるが、市販のアルミナセメントを使用することもできる。本速硬剤において、カルシウムアルミネートは速硬作用を発現させるために用いられる。カルシウムアルミネートによる速硬性付与の機構は、注水後の初期水和物が石膏類と反応し、強固なエトリンガイト相を急速に生成することによる。カルシウムアルミネートの含有量は、エトリンガイト形成の際の硫酸イオン供給源になる石膏類の量との相対関係で定まり、本発明の速硬剤中に含まれるβ型半水石膏と無水石膏の合計量100質量部に対し、70〜200質量部とする。70質量部未満では、初期強度発現性が低くなり、速硬性が得られ難くなったり、過膨張を起こす虞があるので好ましくない。また、200質量部を超えると、所望の可使時間の確保が困難になるので好ましくない。 In addition, the calcium aluminate that is a component of the quick-hardener of the present invention may be any hydration active substance having a crystallized structure or advanced vitrification composed of CaO and Al 2 O 3 as chemical components. In addition, any compound, solid solution, glassy material, or a mixture of other chemical components in addition to CaO and Al 2 O 3 may be used as long as the effects of the present invention are not substantially lost. The former, for example, 12CaO · 7Al 2 O 3, CaO · Al 2 O 3, 3CaO · Al 2 O 3, CaO · 2Al 2 O 3, CaO · 6Al 2 O 3 and the like, the latter, for example, 4CaO · 3Al 2 O 3 · SO 3 , 11CaO · 7Al 2 O 3 · CaF 2 , Na 2 O · 8CaO · 3Al 2 O 3 and the like. Preferably, since it has excellent strength development at low temperature, it is preferable that it contains at least a part of amorphous 12CaO · 7Al 2 O 3 , CaO · Al 2 O 3 and / or 3CaO · Al 2 O 3. . Such a calcium aluminate preparation method can be obtained, for example, by heating and melting a raw material mixture of a CaO source and an Al 2 O 3 source having a predetermined blending ratio and quenching, but commercially available alumina cement can also be used. In this fast curing agent, calcium aluminate is used to develop a fast curing action. The mechanism of imparting quick hardening by calcium aluminate is due to the fact that the initial hydrate after water injection reacts with gypsum and rapidly forms a strong ettringite phase. The content of calcium aluminate is determined by a relative relationship with the amount of gypsum serving as a sulfate ion source during the formation of ettringite, and is the sum of β-type hemihydrate gypsum and anhydrous gypsum contained in the rapid curing agent of the present invention. 70 to 200 parts by mass with respect to 100 parts by mass. If it is less than 70 parts by mass, the initial strength developability is lowered, and it is difficult to obtain rapid curing, or there is a risk of overexpansion, which is not preferable. Moreover, since it will become difficult to ensure desired pot life when it exceeds 200 mass parts, it is unpreferable.

本発明の速硬剤は、前記の無水石膏、β型半水石及びカルシウムアルミネート以外の成分を本発明の効果を阻害しない範囲で含有することができる。含有可能な成分の一例を挙げると、例えばアルカリ金属の硫酸塩、炭酸塩若しくは硝酸塩、硫酸アルミニウム、硝酸カルシウム又は硝酸カルシウム等の凝結促進剤の他、セルロース誘導体、カルシウムサルホアルミネート、シリカフューム、フライアッシュ、分散成分等である。また、本発明の速硬剤は、石膏類以外の凝結遅延成分を含まないものであることが望ましい。該凝結遅延成分の含有使用は可使時間確保には有効であるが、初期強度を始めとする強度発現性が総じて低下し易くなる傾向があるので好ましくない。この傾向は例えばオキシカルボン酸やその塩などの凝結遅延作用が強いものほど概して強くなる。また、本発明の速硬剤の粒度は用途等に応じて適宜選定すれば良く、特に制限されるものではない。実用的な例を示すと、可使時間の確保が行い易く且つ速硬性を満たすに適当な粒度として、ブレーン比表面積で約3000〜9000cm2/g、より高い速硬性を安定して得ようとする場合はコスト面も考慮するとブレーン比表面積で4000〜8000cm2/gが挙げられる。 The quick-hardener of the present invention can contain components other than the above anhydrous gypsum, β-type hemihydrate, and calcium aluminate as long as the effects of the present invention are not impaired. Examples of components that can be contained include, for example, cellulose derivatives, calcium sulfoaluminate, silica fume, fly ash in addition to setting accelerators such as alkali metal sulfates, carbonates or nitrates, aluminum sulfate, calcium nitrate or calcium nitrate. , Dispersed components and the like. Moreover, it is desirable that the rapid hardening agent of the present invention does not contain a setting delay component other than gypsum. The use of the setting retarding component is effective for securing the pot life, but it is not preferable because the strength development property including the initial strength tends to decrease as a whole. This tendency generally becomes stronger as the setting retarding action such as oxycarboxylic acid and its salt is stronger. Further, the particle size of the fast curing agent of the present invention may be appropriately selected according to the use and the like, and is not particularly limited. As a practical example, it is easy to ensure the pot life, and as a particle size suitable for satisfying the fast curing, it is intended to stably obtain a higher rapid curing with a specific surface area of about 3000 to 9000 cm 2 / g in the Blaine specific surface area. In this case, considering the cost, the Blaine specific surface area is 4000 to 8000 cm 2 / g.

また、本発明の速硬性のセメント組成物は、セメントと上述の速硬剤を含有するものである。セメントは何れの水硬性のセメントでも良く、例えば普通、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混合セメント、白色セメント、アルミナセメントやエコセメント等の特殊セメントなどが挙げられ、2種以上を併用しても良い。好ましくは、カルシウムアルミネートとの併用で高い初期強度が得られ、作業性も比較的良好なことから、普通又は早強ポルトランドセメントが好ましい。本発明のセメント組成物中の前記速硬剤の含有量は、セメント100質量部に対し、10〜150質量部とする。10質量部未満では速硬性が実質得られないことがあるので好ましくなく、150質量部を超えると可使時間の確保が困難になるので好ましくない。   Moreover, the quick-hardening cement composition of this invention contains a cement and the above-mentioned quick-hardening agent. The cement may be any hydraulic cement, for example, normal, early strength, super early strength, moderate heat, low heat, etc. Portland cement, mixed cement such as blast furnace cement and silica cement, white cement, alumina cement, eco cement, etc. 2 or more types may be used in combination. Preferably, ordinary or early-strength Portland cement is preferable because high initial strength is obtained in combination with calcium aluminate and workability is relatively good. Content of the said quick hardening agent in the cement composition of this invention shall be 10-150 mass parts with respect to 100 mass parts of cement. If it is less than 10 parts by mass, it is not preferable because rapid curing may not be obtained substantially.

本発明の速硬性のセメント組成物は、セメントと上述の速硬剤以外の成分を、本発明の効果を実質喪失させない限り、含有することができる。このような成分として、例えば、骨材、各種の減水剤(分散剤)、収縮低減剤、膨張材、繊維、セメント用ポリマー、増粘剤、空気連行剤、消泡剤、白華防止剤、撥水剤、保水剤、顔料、ポゾラン反応性物質、硬化促進剤等を挙げることができる。また、本発明のセメント組成物は、より高い強度発現性を十分得たい場合などでは、その構成材たる速硬剤中を含め、石膏類を除く凝結遅延成分を一切含まないものであっても良い。また、本発明のセメント組成物の注水に使用される水の量は特に制限されない。推奨例を示すと、セメント100質量部に対し、15〜100質量部であれば、施工性等に支障を及ぼすことなく高い強度発現性が得易い。   The fast-curing cement composition of the present invention can contain components other than cement and the above-mentioned fast-curing agent as long as the effects of the present invention are not substantially lost. Examples of such components include aggregates, various water reducing agents (dispersing agents), shrinkage reducing agents, expansion materials, fibers, cement polymers, thickeners, air entraining agents, antifoaming agents, white flower preventing agents, Examples thereof include water repellents, water retention agents, pigments, pozzolanic reactive substances, and curing accelerators. In addition, the cement composition of the present invention does not contain any setting delay components other than gypsum, including in the quick-hardening agent as a constituent material, when it is desired to sufficiently obtain higher strength. good. Further, the amount of water used for water injection of the cement composition of the present invention is not particularly limited. When a recommended example is shown, if it is 15-100 mass parts with respect to 100 mass parts of cement, it will be easy to obtain high intensity | strength developability, without affecting workability etc.

以下、本発明を実施例によって具体的に説明するが、本発明は記載された実施例に限定されるものではない。   EXAMPLES Hereinafter, the present invention will be specifically described with reference to examples, but the present invention is not limited to the described examples.

[速硬剤の作製]
石灰石とバン土頁岩の粉砕物を混合したものを電気炉で1550±50℃で1時間加熱し、当該温度から焼成物を常温室内に炉外急冷し、表1に記載の化学成分含有率にせしめた2種類のカルシウムアルミネートを作製した。何れのカルシウムアルミネートも粉砕・分級処理によってブレーン比表面積で約5000cm2/gに調整した。これらのカルシウムアルミネートに、表2に記載する各種石膏類(何れも市販試薬でブレーン比表面積約6000cm2/gに調整。)を混合し、速硬剤(本発明品1〜9、参考品1〜9)を作製した。
[Preparation of fast curing agent]
A mixture of pulverized limestone and shale shale is heated in an electric furnace at 1550 ± 50 ° C. for 1 hour, and the fired product is rapidly cooled from the temperature into the room temperature chamber to the chemical component content shown in Table 1. Two types of calcium aluminate were prepared. Any calcium aluminate was adjusted to a specific surface area of about 5000 cm 2 / g by pulverization and classification. These calcium aluminates were mixed with various gypsums listed in Table 2 (all of which were adjusted to a brain specific surface area of about 6000 cm 2 / g with a commercially available reagent), and a quick hardener (this product 1-9, reference product). 1-9) were produced.

Figure 2013095624
Figure 2013095624

Figure 2013095624
Figure 2013095624

[セメント組成物(モルタル)の作製]
前記の如く作製した速硬剤、普通ポルトランドセメント(市販品)、細骨材(JIS R 5201「セメントの物理試験方法」で規定された「セメントの強さ試験用標準砂」に相当)及び水を用い、必要によりクエン酸(市販試薬)、高炉水砕スラグ粉(市販品、ブレーン比表面積約8000cm2/g)若しくはフライアッシュ粉末(ブレーン比表面積約6000cm2/g)を添加使用し、表3に表す配合となるようホバートミキサで常温で約4分間混練し、モルタルを作製した。
[Preparation of cement composition (mortar)]
Fast-curing agent prepared as described above, ordinary Portland cement (commercially available), fine aggregate (corresponding to “standard sand for cement strength test” defined in JIS R 5201 “Cement physical test method”) and water the use of citric acid as necessary (commercially available reagent), blast furnace slag powder (commercial product, Blaine specific surface area of about 8000 cm 2 / g) or fly ash powder (Blaine specific surface area of about 6000 cm 2 / g) was used added, tables A mortar was prepared by kneading in a Hobart mixer for about 4 minutes at room temperature so as to achieve the composition shown in FIG.

[セメント組成物(モルタル)の評価]
作製したモルタルは、JIS R 5201「セメントの物理試験方法」で規定されたフロー試験を行い、15打フロー値が120mm以上である時間範囲を可使時間とすべく測定した。但し、測定は時間範囲が90分迄で打ち切り、90分を超えるのが確実なものについては可使時間「>90(分)」と表記した。また、混練直後のモルタルを、内径50mm、内寸高さ100mmの円柱形成型型枠に充填し、JIS R 5201「セメントの物理試験方法」に規定された脱型・養生手段を履行し、圧縮強度測定用の供試体を作製した。材齢24時間及び7日の供試体に対し、一軸圧縮強度を常温で測定した。以上の結果を表3に纏めて記す。
[Evaluation of cement composition (mortar)]
The produced mortar was subjected to a flow test defined in JIS R 5201 “Physical test method for cement”, and measured so that a time range in which a 15-stroke flow value was 120 mm or more was regarded as a usable time. However, the measurement was censored when the time range was up to 90 minutes, and the usable time “> 90 (minutes)” was written for those that surely exceeded 90 minutes. In addition, the mortar immediately after kneading is filled into a cylinder forming mold having an inner diameter of 50 mm and an inner dimension height of 100 mm, followed by demolding / curing means specified in JIS R 5201 “Cement physical testing method” and compressed. A specimen for strength measurement was prepared. The uniaxial compressive strength was measured at room temperature for specimens with a material age of 24 hours and 7 days. The above results are summarized in Table 3.

Figure 2013095624
Figure 2013095624

表3の結果から、本発明の速硬剤を適量使用したモルタル(実施例1〜9)は、いずれも高い初期強度を呈しするとともに通常の施工や打設時に必要とされるに十分な可使時間を確保されていることがわかる。しかも、中期的(材齢7日体)にも強度の向上傾向が確認されたことにより、期間に拘わらず高い強度発現性が得られることが十分察せられる。これに対し、本発明から外れるのモルタルは、可使時間が本発明品よりもかなり短い(比較例1〜3)、長い可使時間が得られても初期強度発現性が低く、速硬性を具備しない(比較例6〜9)か、又は可使時間及び強度発現性とも低迷したもの(比較例4〜5)となった。   From the results in Table 3, the mortars (Examples 1 to 9) using an appropriate amount of the quick-curing agent of the present invention all exhibit a high initial strength and are sufficient to be required during normal construction and placing. It can be seen that the usage time is secured. In addition, it is sufficiently observed that a high strength development property can be obtained regardless of the period by confirming the tendency to improve the strength in the medium term (7-day body). On the other hand, mortars that are outside the scope of the present invention have a pot life that is considerably shorter than those of the present invention (Comparative Examples 1 to 3). It was not provided (Comparative Examples 6 to 9), or the pot life and strength development were sluggish (Comparative Examples 4 to 5).

Claims (3)

β型半水石膏(B)と無水石膏(C)を質量比(C/B)=2〜20で含有し、且つβ型半水石膏と無水石膏の合計含有量100質量部に対し、カルシウムアルミネート70〜200質量部を含有する速硬剤。 β-type hemihydrate gypsum (B) and anhydrous gypsum (C) are contained at a mass ratio (C / B) = 2 to 20 and calcium is added to 100 parts by mass of the total content of β-type hemihydrate gypsum and anhydrous gypsum. A hardener containing 70 to 200 parts by weight of aluminate. 請求項1記載の速硬剤10〜150質量部とセメント100質量部を含有する速硬性セメント組成物。 A fast-hardening cement composition containing 10 to 150 parts by weight of the quick-hardening agent according to claim 1 and 100 parts by weight of cement. 石膏類を除く凝結遅延成分を含まない請求項2記載の速硬性セメント組成物。 The fast-setting cement composition according to claim 2, which does not contain a setting delay component other than gypsum.
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017071536A (en) * 2015-10-08 2017-04-13 太平洋マテリアル株式会社 Accelerating agent for cement, ultra rapid hardening power admixture for spray material and spray material
JP2018002524A (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
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
JP2018002519A (en) * 2016-06-30 2018-01-11 宇部興産株式会社 Early-strength admixture and cement composition
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

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004210552A (en) * 2002-12-26 2004-07-29 Taiheiyo Material Kk Quick-setting agent for spray concrete
JP2005075719A (en) * 2003-09-04 2005-03-24 Taiheiyo Material Kk Quick-hardening cement composition
JP2007031182A (en) * 2005-07-25 2007-02-08 Sumitomo Osaka Cement Co Ltd Quick setting material for cement and cement composition

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004210552A (en) * 2002-12-26 2004-07-29 Taiheiyo Material Kk Quick-setting agent for spray concrete
JP2005075719A (en) * 2003-09-04 2005-03-24 Taiheiyo Material Kk Quick-hardening cement composition
JP2007031182A (en) * 2005-07-25 2007-02-08 Sumitomo Osaka Cement Co Ltd Quick setting material for cement and cement composition

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017071536A (en) * 2015-10-08 2017-04-13 太平洋マテリアル株式会社 Accelerating agent for cement, ultra rapid hardening power admixture for spray material and spray material
JP2018002524A (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
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
JP2018002519A (en) * 2016-06-30 2018-01-11 宇部興産株式会社 Early-strength admixture and cement composition
JP7037879B2 (en) 2016-06-30 2022-03-17 宇部興産株式会社 Early-strength admixture for secondary products and early-strength concrete for secondary products
JP7037877B2 (en) 2016-06-30 2022-03-17 宇部興産株式会社 Early-strength admixture for secondary products and early-strength concrete for secondary products
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
JP7034573B2 (en) 2017-03-16 2022-03-14 太平洋マテリアル株式会社 Fast-curing polymer cement composition and fast-curing polymer cement mortar

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