JP2006151759A - Quick hardening high-strength admixture for steam curing - Google Patents

Quick hardening high-strength admixture for steam curing Download PDF

Info

Publication number
JP2006151759A
JP2006151759A JP2004345662A JP2004345662A JP2006151759A JP 2006151759 A JP2006151759 A JP 2006151759A JP 2004345662 A JP2004345662 A JP 2004345662A JP 2004345662 A JP2004345662 A JP 2004345662A JP 2006151759 A JP2006151759 A JP 2006151759A
Authority
JP
Japan
Prior art keywords
strength
cement
curing
weight
parts
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2004345662A
Other languages
Japanese (ja)
Inventor
Takahisa Ichimura
高央 市村
Yutaka Nakajima
裕 中島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taiheiyo Materials Corp
Original Assignee
Taiheiyo Materials Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Taiheiyo Materials Corp filed Critical Taiheiyo Materials Corp
Priority to JP2004345662A priority Critical patent/JP2006151759A/en
Publication of JP2006151759A publication Critical patent/JP2006151759A/en
Pending legal-status Critical Current

Links

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a quick hardening high-strength admixture for steam curing in which pre-curing and low temperature rising at or below 20°C/hour is not needed, steam curing can be performed at a high temperature of about 65°C right after kneading and high strength can be imparted to a cement-based composition in a short curing time. <P>SOLUTION: The quick hardening high-strength admixture for steam curing containing calcium aluminate, lithium carbonate, and magnesium sulfate, and the quick hardening high-strength cement-based composition for steam curing obtained by mixing 10 to 100 parts by weight the admixture with 100 parts by weight Portland cement or cement mixture are provided. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、セメントペースト、モルタル、コンクリート等の各種セメント系組成物に蒸気養生によって養生促進を付与することができる高強度混和材及び高強度セメント系組成物に関する。   The present invention relates to a high-strength admixture and a high-strength cement-based composition that can impart curing promotion to various cement-based compositions such as cement paste, mortar, and concrete by steam curing.

セメントペースト、モルタル又はコンクリートのようなセメント系組成物の硬化促進方法としては蒸気養生を利用することが知られている。蒸気養生は、一般的には、2〜3時間程度の前養生をとり、20℃/時間以下で昇温し、65℃程度の最高温度で4〜10時間程度保持して行う(例えば、非特許文献1参照)。しかし、前養生や低速での昇温を必要とする従来法では、製造に時間がかかるという問題点があった。
また、蒸気養生の際、強度向上のため、セメント系組成物に無水石膏を混和させる方法が提案されている(例えば、特許文献1参照)。特許文献1の手法により、高強度部材を製造することが可能となるが、この手法においても前養生や低速での昇温が必要であり、製造時間を短縮することはできない。
また、常温での養生の際に使用する硬化促進材として、カルシウムアルミネート、石膏及び炭酸リチウムを配合した急硬性高強度混和材が知られており、常温では比較的短い養生時間で比較的高い強度を得ることができる(特許文献2参照)。
特開平7−187746号公報 特開2001−39761号公報 土木学会編 平成3年度版 コンクリート標準示方書 施工編 社団法人土木学会刊 平成3年9月発行 p.252−253
It is known to use steam curing as a method for accelerating the hardening of a cement-based composition such as cement paste, mortar, or concrete. Steam curing is generally performed by pre-curing for about 2 to 3 hours, raising the temperature at 20 ° C./hour or less, and holding at the maximum temperature of about 65 ° C. for about 4 to 10 hours (for example, non-curing). Patent Document 1). However, the conventional method requiring pre-curing or low temperature increase has a problem that it takes time to manufacture.
In addition, a method has been proposed in which anhydrous gypsum is mixed with a cement-based composition to improve strength during steam curing (see, for example, Patent Document 1). Although it is possible to manufacture a high-strength member by the method of Patent Literature 1, this method also requires pre-curing and temperature increase at a low speed, and the manufacturing time cannot be shortened.
In addition, as a hardening accelerator used for curing at room temperature, a quick-hardening high-strength admixture containing calcium aluminate, gypsum and lithium carbonate is known, and it is relatively high at a relatively short curing time at room temperature. Strength can be obtained (see Patent Document 2).
JP-A-7-187746 Japanese Patent Laid-Open No. 2001-39761 Japan Society of Civil Engineers 1991 edition of concrete standard specifications Construction edition Published by Japan Society of Civil Engineers September 1991 p. 252-253

しかしながら、特許文献2の方法は蒸気養生を全く行わず、単に急硬性高強度混和材をセメント等と混合したにすぎないものであるため、環境温度の影響を強く受け、温度により強度発現性に大きなバラツキを生じる。また、20℃程度の標準的な環境温度では、蒸気養生を行う特許文献1の手法と比較して、低い圧縮強度しか得ることができない。また、特許文献2の混和材を用いて、蒸気養生を行っても、前養生なしでは低い圧縮強度しか得ることができず、製造時間を短縮することはできない。
従って、本発明の目的は、前養生や20℃/時間以下の低速での昇温を必要とせず、練混ぜ直後に65℃程度の高温で蒸気養生を行うことが可能であり、短い養生時間でセメント系組成物に高い強度を付与することができる蒸気養生用急硬性高強度混和材を提供することにある。
However, the method of Patent Document 2 does not perform steam curing at all, and is merely a mixture of a rapid-hardening high-strength admixture with cement and the like. Causes large variations. Further, at a standard environmental temperature of about 20 ° C., only a low compressive strength can be obtained as compared with the method of Patent Document 1 in which steam curing is performed. Moreover, even if steam curing is performed using the admixture of Patent Document 2, only a low compressive strength can be obtained without pre-curing, and the manufacturing time cannot be shortened.
Therefore, the object of the present invention is that pre-curing and heating at a low speed of 20 ° C./hour or less are not required, and steam curing can be performed at a high temperature of about 65 ° C. immediately after mixing, and a short curing time. An object of the present invention is to provide a rapid-curing high-strength admixture for steam curing that can impart high strength to a cementitious composition.

本発明者らは、上記課題を解決するべく鋭意研究した結果、カルシウムアルミネート及び炭酸リチウムに硫酸マグネシウムを併用した混和材が、前養生や20℃/時間以下の低速での昇温を必要とせず、練混ぜ直後に65℃程度の高温で蒸気養生を行うことが可能であり、通常の半分以下の短い養生時間でセメント系組成物に高い強度を付与できることを見出し、本発明を完成した。
すなわち、本発明は、カルシウムアルミネート、炭酸リチウム及び硫酸マグネシウムを含有する蒸気養生用急硬性高強度混和材を提供するものである。
As a result of intensive studies to solve the above problems, the present inventors have found that an admixture in which magnesium sulfate is used in combination with calcium aluminate and lithium carbonate requires pre-curing and heating at a low speed of 20 ° C./hour or less. In addition, the present inventors completed the present invention by finding that steam curing can be performed at a high temperature of about 65 ° C. immediately after mixing, and that high strength can be imparted to the cementitious composition in a short curing time that is half or less of the usual amount.
That is, this invention provides the rapid hardening high intensity | strength admixture for steam curing containing calcium aluminate, lithium carbonate, and magnesium sulfate.

また本発明は、ポルトランドセメント又は混合セメント 100重量部に対し、上記混和材 10〜100重量部を混合して得られる蒸気養生用急硬性高強度セメント系組成物を提供するものである。   The present invention also provides a rapid-curing high-strength cement-based composition for steam curing obtained by mixing 10 to 100 parts by weight of the above admixture with 100 parts by weight of Portland cement or mixed cement.

本発明によれば、前養生及び低速での昇温を必要とせず、練混ぜ直後に65℃程度の高温で蒸気養生を行っても、コンクリートやモルタルに高い短時間強度を付与することができ、コンクリート製品等の製造工程を簡便化できるとともに、製造時間を大幅に短縮できる。また、高い短時間強度が得られるため、養生後更に材令を待つまでもなく早い出荷が可能となり、保管作業の省略、保管スペースの節約も可能となる。   According to the present invention, pre-curing and low-temperature heating are not required, and high strength can be imparted to concrete and mortar for a short time even if steam curing is performed at a high temperature of about 65 ° C. immediately after mixing. In addition to simplifying the manufacturing process of concrete products, the manufacturing time can be greatly shortened. In addition, since high strength can be obtained for a short time, it is possible to ship quickly without waiting for the material age after curing, and it is possible to omit storage work and save storage space.

本発明における「カルシウムアルミネート」とは、少なくともCaOとAl23を主要成分とする化合物、固溶体、ガラス質性物質又はこれらの混合物の総称である。本発明で使用するカルシウムアルミネートとしては、特に制限されず、例えばC117・CaF2(11CaO・7Al23・CaF2)、C127(12CaO・7Al23)、C43S(4CaO・3Al23・SO3)、NC83(Na2O・8CaO・3Al23)、C3A(3CaO・Al23)又はアルミナセメントが挙げられ、アルミナセメント又はC127が好ましい。カルシウムアルミネートの焼成には、電気炉、キルン等の公知の装置を用いることができる。また、粉砕にも通常の粉砕機を用いることができる。 The “calcium aluminate” in the present invention is a general term for a compound, a solid solution, a vitreous substance or a mixture thereof containing at least CaO and Al 2 O 3 as main components. The calcium aluminate used in the present invention is not particularly limited. For example, C 11 A 7 · CaF 2 (11CaO · 7Al 2 O 3 · CaF 2 ), C 12 A 7 (12CaO · 7Al 2 O 3 ), C 4 A 3 S (4CaO · 3Al 2 O 3 · SO 3), NC 8 A 3 (Na 2 O · 8CaO · 3Al 2 O 3), include C 3 A (3CaO · Al 2 O 3) or alumina cement Alumina cement or C 12 A 7 is preferred. A known apparatus such as an electric furnace or kiln can be used for firing the calcium aluminate. A normal pulverizer can be used for pulverization.

硫酸マグネシウムとしては、無水物〜7水和物まで任意のものを使用できる。本発明で使用する硫酸マグネシウムは、同じアルカリ土類金属の硫酸塩である硫酸カルシウムよりもはるかに溶解度が高い。そのため、セメント系組成物にマグネシウムイオン及び硫酸イオンを高い速度で供給でき、セメント系組成物に高い短時間強度を付与できるものと考えられる。   As magnesium sulfate, any of anhydrous to heptahydrate can be used. Magnesium sulfate used in the present invention is much more soluble than calcium sulfate, which is the same alkaline earth metal sulfate. Therefore, it is considered that magnesium ions and sulfate ions can be supplied to the cementitious composition at a high rate, and high strength can be imparted to the cementitious composition for a short time.

硫酸マグネシウムの配合量は、カルシウムアルミネート100重量部に対し、無水物換算で50〜200重量部、より60〜150重量部が好ましく、特に70〜110重量部が好ましい。硫酸マグネシウムの配合量が50重量部未満であるか又は200重量部を超えると、充分な強度向上効果が得られないことがある。   The blending amount of magnesium sulfate is preferably 50 to 200 parts by weight, more preferably 60 to 150 parts by weight, and particularly preferably 70 to 110 parts by weight, in terms of anhydride, with respect to 100 parts by weight of calcium aluminate. When the blending amount of magnesium sulfate is less than 50 parts by weight or exceeds 200 parts by weight, a sufficient strength improving effect may not be obtained.

本発明の急硬性高強度混和材には強度増進の点から炭酸リチウムを配合する。炭酸リチウムは溶解度が極端に低いが、硫酸マグネシウムと併用することによりセメント系組成物中に高い溶解度で溶解させることができる。炭酸リチウムの配合量は、カルシウムアルミネートと硫酸マグネシウムとの総量100重量部に対し、0.5〜20重量部、より0.5〜10重量部が好ましく、特に1.0〜5.0重量部が好ましい。炭酸リチウムの配合量が0.5重量部未満では強度増進効果が充分に得られず、20重量部を超えるとカルシウムアルミネート量と硫酸マグネシウム量が相対的に減少し、養生時間の短縮が困難となるおそれがあるため好ましくない。   The rapid hardening high-strength admixture of the present invention is blended with lithium carbonate from the viewpoint of strength enhancement. Lithium carbonate has extremely low solubility, but can be dissolved in cementitious compositions with high solubility by using it together with magnesium sulfate. The blending amount of lithium carbonate is preferably 0.5 to 20 parts by weight, more preferably 0.5 to 10 parts by weight, particularly 1.0 to 5.0 parts by weight, based on 100 parts by weight of the total amount of calcium aluminate and magnesium sulfate. Part is preferred. When the blending amount of lithium carbonate is less than 0.5 parts by weight, the effect of enhancing the strength cannot be obtained sufficiently, and when it exceeds 20 parts by weight, the amount of calcium aluminate and the amount of magnesium sulfate are relatively decreased, making it difficult to shorten the curing time. Since it may become, it is not preferable.

本発明の急硬性高強度混和材には、その硬化を阻害しない限り、上記以外の材料を更に添加してもよい。このような材料としては、例えばアルカリ金属又はアルカリ土類金属の硫酸塩、アルカリ金属又はアルカリ土類金属の炭酸塩、分散剤、消泡剤、AE剤、増粘剤、シリカフューム、石灰石微粉末、高炉スラグ微粉末、フライアッシュ、珪石粉等を挙げることができる。   As long as it does not inhibit the hardening, you may further add materials other than the above to the rapid hardening high intensity | strength admixture of this invention. Examples of such materials include alkali metal or alkaline earth metal sulfates, alkali metal or alkaline earth metal carbonates, dispersants, antifoaming agents, AE agents, thickeners, silica fume, limestone fine powder, Blast furnace slag fine powder, fly ash, silica stone powder and the like can be mentioned.

本発明の急硬性高強度混和材の製造には、リボンミキサー、レーディゲミキサー、プローシェアーミキサー等の任意の粉体混合用ミキサーを用いることができる。   For the production of the rapid-hardening high-strength admixture of the present invention, any powder mixing mixer such as a ribbon mixer, a Ladige mixer, or a plow shear mixer can be used.

本発明の急硬性高強度混和材は、本発明の急硬性高強度セメント系組成物中、ポルトランドセメント又は混合セメント100重量部に対し、10〜100重量部、より20〜70重量部混合することが好ましい。10重量部未満では充分な短時間強度を得ることができず、100重量部を超えると急硬性が高すぎて、コンクリートやモルタルの成形時間が充分に確保できない。   The rapid-hardening high-strength admixture of the present invention is mixed in an amount of 10 to 100 parts by weight, more preferably 20 to 70 parts by weight, with respect to 100 parts by weight of Portland cement or mixed cement in the rapid-hardening high-strength cement composition of the present invention. Is preferred. If it is less than 10 parts by weight, sufficient short-time strength cannot be obtained, and if it exceeds 100 parts by weight, the rapid hardening property is too high, and the molding time of concrete or mortar cannot be secured sufficiently.

本発明の急硬性高強度セメント系組成物に使用するポルトランドセメントとしては、普通、早強、超早強、中庸熱、低熱、耐硫酸塩等のいずれも使用できる。混合セメントとしては、高炉セメント、フライアッシュセメント等が使用できる。また、混合セメントの一部を石灰石粉末又はシリカヒュームで置換したセメント、混合セメントに石膏を添加したセメント等も使用できる。ポルトランドセメント及び混合セメントから選ばれる2種以上を組み合わせて使用してもよい。養生時間を効果的に短縮できる点から、ポルトランドセメントが好ましく、普通ポルトランドセメント、早強ポルトランドセメント又は白色ポルトランドセメントが特に好ましい。   As the Portland cement used in the rapid-hardening high-strength cement-based composition of the present invention, any of ordinary, early strength, ultra-early strength, moderate heat, low heat, sulfate resistance, etc. can be used. As the mixed cement, blast furnace cement, fly ash cement, or the like can be used. Further, a cement obtained by replacing a part of the mixed cement with limestone powder or silica fume, a cement obtained by adding gypsum to the mixed cement, or the like can also be used. Two or more selected from Portland cement and mixed cement may be used in combination. Portland cement is preferable from the viewpoint of effectively shortening the curing time, and ordinary Portland cement, early-strength Portland cement, or white Portland cement is particularly preferable.

本発明の急硬性高強度セメント系組成物には、更に強度発現を阻害しない範囲で遅延剤を添加することができる。遅延剤は、セメント系材料に使用されるものであれば特に制限されないが、短時間強度発現の阻害程度が小さい点から、酒石酸又は酒石酸塩が特に好ましい。遅延剤は、可使時間と短期強度発現の点から、急硬性高強度セメント系組成物中に、ポルトランドセメント又は混合セメントに対して0.05〜1.00重量%の割合で添加することが好ましい。   A retarder can be added to the rapid-hardening high-strength cement composition of the present invention as long as strength development is not inhibited. The retarder is not particularly limited as long as it is used in cementitious materials, but tartaric acid or tartrate is particularly preferable from the viewpoint that the degree of inhibition of strength development for a short time is small. The retarder may be added to the rapid-hardening high-strength cementitious composition at a ratio of 0.05 to 1.00% by weight with respect to Portland cement or mixed cement from the standpoint of pot life and short-term strength development. preferable.

セメント系組成物に使用する細骨材としては、川砂、海砂、山砂、砕砂又はこれらの混合物が挙げられる。粗骨材としては、川砂利、海砂利、砕石又はこれらの混合物が挙げられる。   Examples of the fine aggregate used in the cement-based composition include river sand, sea sand, mountain sand, crushed sand, and mixtures thereof. Coarse aggregates include river gravel, sea gravel, crushed stone, or mixtures thereof.

セメント系組成物には、更に減水剤、高性能減水剤又は高性能AE減水剤を添加してもよい。減水剤、高性能減水剤又は高性能AE減水剤としては、アルキルアリルスルホン酸系、ナフタレンスルホン酸系、メラミンスルホン酸系、ポリカルボン酸系、リグニンスルホン酸系等の高性能減水剤(高性能AE減水剤も含む)が挙げられ、液状又は粉末状のいずれも使用できる。   You may add a water reducing agent, a high performance water reducing agent, or a high performance AE water reducing agent further to a cementitious composition. As water reducing agents, high performance water reducing agents or high performance AE water reducing agents, high performance water reducing agents such as alkylallyl sulfonic acid type, naphthalene sulfonic acid type, melamine sulfonic acid type, polycarboxylic acid type, lignin sulfonic acid type, etc. AE water reducing agent is also included), and either liquid or powder can be used.

セメント系組成物の製造方法は、特に限定されるものではなく、生コン工場や工事現場に設置した慣用のミキサーで本発明の急硬性高強度セメント系組成物を混合すればよい。また、セメント系組成物の成形についても、公知の成形用装置を用いて任意の成形方法で行うことができる。   The method for producing the cement-based composition is not particularly limited, and the rapid-hardening high-strength cement-based composition of the present invention may be mixed with a conventional mixer installed in a ready-mix factory or construction site. The cement-based composition can be molded by any molding method using a known molding apparatus.

以下、実施例により本発明を更に具体的に説明するが、本発明は以下の実施例に限定されるものではない。   EXAMPLES Hereinafter, although an Example demonstrates this invention further more concretely, this invention is not limited to a following example.

実施例1〜5
[使用材料]
(1)セメント;普通ポルトランドセメント(太平洋セメント社製)
(2)細骨材;北九州市小倉南区産砕砂(比重:2.69):長崎県壱岐郡郷ノ浦沖合海砂(比重:2.59)=3:7(重量比)混合品
(3)水;水道水
(4)遅延剤;ロッシェル塩
Examples 1-5
[Materials used]
(1) Cement: Ordinary Portland cement (manufactured by Taiheiyo Cement)
(2) Fine aggregate: Crushed sand from Minami-Ogura-ku, Kitakyushu City (specific gravity: 2.69): Sea sand off the coast of Noura, Iki-gun, Nagasaki Prefecture (specific gravity: 2.59) = 3: 7 (weight ratio) mixed product (3) Water; tap water (4) retarder; Rochelle salt

(5)急硬性高強度混和材
・カルシウムアルミネート
A1;アルミナセメント(太平洋マテリアル社製)
A2;C127を電気炉で1,600℃にて焼成し、ボールミルで粉砕して製造した。ブレーン比表面積5000cm2/g。
・炭酸リチウム
・硫酸塩
B1;無水石膏(太平洋マテリアル社製)
B2;硫酸マグネシウム・無水物(馬居化成工業社製)
(5) Quick hardening high-strength admixture, calcium aluminate A1; Alumina cement
A2: C 12 A 7 was fired at 1,600 ° C. in an electric furnace and pulverized with a ball mill. Blaine specific surface area 5000 cm 2 / g.
・ Lithium carbonate / sulfate B1; anhydrous gypsum (manufactured by Taiheiyo Materials Co., Ltd.)
B2: Magnesium sulfate / anhydride (manufactured by Maui Kasei Kogyo Co., Ltd.)

上記のカルシウムアルミネート、炭酸リチウム及び硫酸塩をレーディゲミキサー(レーディゲ社製)を用いて混合して急硬性高強度混和材とした。   The above calcium aluminate, lithium carbonate and sulfate were mixed using a Laedige mixer (manufactured by Laedige) to obtain a quick-hardening high-strength admixture.

[セメント系組成物の製造及び圧縮強度試験]
表1に示す配合に従い調合した急硬性高強度混和材と、表1に示す配合割合のセメント、ロッシェル塩、細骨材及び水をホバートミキサを用いて1分間混合し、本発明の急硬性高強度セメント系組成物を得た。また、強度試験用供試体としては、4×4×16cmの供試体を20℃恒温室内で成形し、前養生及び昇温時間なしに直ちに蒸気養生(65℃)にかけ、4時間後に取り出して、即座に圧縮強度を測定した。成形方法及び圧縮強度試験方法は、JIS R 5201の試験方法に準じて行った。測定結果を表1に示す。
[Production of cementitious composition and compressive strength test]
The rapid hardening high-strength admixture prepared according to the formulation shown in Table 1 and the cement, Rochelle salt, fine aggregate, and water in the mixing ratio shown in Table 1 are mixed for 1 minute using a Hobart mixer, and the rapid hardening high A strong cementitious composition was obtained. Moreover, as a specimen for a strength test, a specimen of 4 × 4 × 16 cm was molded in a constant temperature room at 20 ° C., immediately subjected to steam curing (65 ° C.) without pre-curing and heating time, and taken out after 4 hours, The compressive strength was measured immediately. The molding method and the compressive strength test method were performed in accordance with the test method of JIS R 5201. The measurement results are shown in Table 1.

表1から明らかなように、本発明における蒸気養生用急硬性高強度混和材を使用した場合には、前養生及び昇温時間がなくても、(短い養生時間で)高い強度のセメント系組成物を得ることができた。一方、比較例1に示したように、硫酸マグネシウムに代えて石膏を使用した場合には圧縮強度が著しく低下した。   As is apparent from Table 1, when the rapid curing high-strength admixture for steam curing according to the present invention is used, a high-strength cement-based composition (with a short curing time) can be obtained even if there is no pre-curing and heating time. I was able to get things. On the other hand, as shown in Comparative Example 1, when gypsum was used instead of magnesium sulfate, the compressive strength was significantly reduced.

尚、硫酸マグネシウムを使用すると、その高い溶解度から、硫酸マグネシウム粉末の粒度を極端に細かくする必要がなく、カルシウムアルミネート及び炭酸リチウムとのプレミックスにより得られる粉体は石膏系と比べて空気圧送等が容易なうえ、保管中ブリッジを形成し難い。また、混和材に水を添加した後のセメント材料の粘性が低く、短時間で混合が可能であるという利点も有する。   When magnesium sulfate is used, it is not necessary to make the particle size of the magnesium sulfate powder extremely fine due to its high solubility, and the powder obtained by premixing with calcium aluminate and lithium carbonate is pneumatically fed compared to the gypsum system. In addition, it is difficult to form a bridge during storage. In addition, the cement material after adding water to the admixture has an advantage of low viscosity and can be mixed in a short time.

Claims (4)

カルシウムアルミネート、炭酸リチウム及び硫酸マグネシウムを含有する蒸気養生用急硬性高強度混和材。   Quick hardening high strength admixture for steam curing containing calcium aluminate, lithium carbonate and magnesium sulfate. 硫酸マグネシウムを、カルシウムアルミネート100重量部に対し、無水物換算で50〜200重量部含有する請求項1記載の蒸気養生用急硬性高強度混和材。   The rapid-curing high-strength admixture for steam curing according to claim 1, comprising magnesium sulfate in an amount of 50 to 200 parts by weight in terms of anhydride with respect to 100 parts by weight of calcium aluminate. 炭酸リチウムを、カルシウムアルミネートと硫酸マグネシウムの総量100重量部に対し、0.5〜20重量部含有する請求項1又は2記載の蒸気養生用急硬性高強度混和材。   The rapid hardening high-strength admixture for steam curing according to claim 1 or 2, wherein lithium carbonate is contained in an amount of 0.5 to 20 parts by weight with respect to 100 parts by weight of the total amount of calcium aluminate and magnesium sulfate. ポルトランドセメント又は混合セメント 100重量部に対し、請求項1〜3のいずれか1項記載の混和材 10〜100重量部を混合して得られる蒸気養生用急硬性高強度セメント系組成物。   A rapid hardening high-strength cement composition for steam curing obtained by mixing 10 to 100 parts by weight of the admixture according to any one of claims 1 to 3 with respect to 100 parts by weight of Portland cement or mixed cement.
JP2004345662A 2004-11-30 2004-11-30 Quick hardening high-strength admixture for steam curing Pending JP2006151759A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004345662A JP2006151759A (en) 2004-11-30 2004-11-30 Quick hardening high-strength admixture for steam curing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004345662A JP2006151759A (en) 2004-11-30 2004-11-30 Quick hardening high-strength admixture for steam curing

Publications (1)

Publication Number Publication Date
JP2006151759A true JP2006151759A (en) 2006-06-15

Family

ID=36630495

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004345662A Pending JP2006151759A (en) 2004-11-30 2004-11-30 Quick hardening high-strength admixture for steam curing

Country Status (1)

Country Link
JP (1) JP2006151759A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021084842A (en) * 2019-11-29 2021-06-03 太平洋マテリアル株式会社 Quick setting admixture and sprayed concrete
JP2021155240A (en) * 2020-03-26 2021-10-07 太平洋マテリアル株式会社 Rapid-hardening admixture and sprayed concrete
CN115819031A (en) * 2022-10-31 2023-03-21 镇江建科建设科技有限公司 Steam-cured concrete for assembled components
JP7534901B2 (en) 2019-11-29 2024-08-15 太平洋マテリアル株式会社 Quick-setting admixtures and sprayed concrete

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021084842A (en) * 2019-11-29 2021-06-03 太平洋マテリアル株式会社 Quick setting admixture and sprayed concrete
JP7403918B2 (en) 2019-11-29 2023-12-25 太平洋マテリアル株式会社 Rapid setting admixtures and shotcrete
JP7534901B2 (en) 2019-11-29 2024-08-15 太平洋マテリアル株式会社 Quick-setting admixtures and sprayed concrete
JP2021155240A (en) * 2020-03-26 2021-10-07 太平洋マテリアル株式会社 Rapid-hardening admixture and sprayed concrete
JP7437206B2 (en) 2020-03-26 2024-02-22 太平洋マテリアル株式会社 Rapid setting admixtures and shotcrete
CN115819031A (en) * 2022-10-31 2023-03-21 镇江建科建设科技有限公司 Steam-cured concrete for assembled components
CN115819031B (en) * 2022-10-31 2024-03-29 镇江建科建设科技有限公司 Steam curing concrete for assembled components

Similar Documents

Publication Publication Date Title
JP6392553B2 (en) Method for producing hardened cement and hardened cement
JP5026928B2 (en) Quick set and spray material
JP2014125392A (en) Spray material, and spray method with use of the same
JP6147194B2 (en) Rapid hardening cement
JP4616112B2 (en) Cement quick setting material and cement composition
JP4494743B2 (en) Method for producing cement composition
JP4982332B2 (en) Quick-hardening cement composition admixture, quick-hardening cement composition containing the same, quick-hardening cement kneaded material and spraying material
JP2009073679A (en) Cement composition
JP5160762B2 (en) Cement mortar composition for grout
JP2005170710A (en) Cement composition for grout and mortar composition for grout and grout material
JP6544155B2 (en) Method of adding setting accelerator to cement composition
JP2006151759A (en) Quick hardening high-strength admixture for steam curing
JP4616111B2 (en) Quick setting material for cement and quick hardening cement composition
JP4878752B2 (en) Quick hardening material and quick hardening cement composition
JP4157546B2 (en) Quick hardening cement concrete and quick setting cement concrete
JPH11199285A (en) Quick-hardening material and its production
JP6207992B2 (en) Cement admixture and cement composition-hardened cement using the same
JPH11130500A (en) Curing accelerating assistant material for spraying material
JP2006062888A (en) Quick-hardening admixture and quick-hardening cement composition
JP2014185042A (en) Cement composition
JPH10218648A (en) High performance water reducing agent and cement composition
JP6011926B2 (en) Admixture for high strength concrete and cement composition for high strength concrete
JP5383045B2 (en) Cement composition for grout and grout material using the same
JP5160763B2 (en) Cement mortar composition
JP6531573B2 (en) Method of adding setting modifier to cement composition