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CEMENT COMPOSITION FOR HIGH-TEMPERATURE ENVIRONMENTS, AND CONCRETE FOR HIGH-TEMPERATURE ENVIRONMENTS
CEMENT COMPOSITION FOR HIGH-TEMPERATURE ENVIRONMENTS, AND CONCRETE FOR HIGH-TEMPERATURE ENVIRONMENTS
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机译:高温环境下的水泥成分和高温环境下的混凝土
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摘要
The present invention is a cement composition for high-temperature environments containing at least Portland cement and fly ash satisfying all the fly ash conditions in (F1) to (F6), the fly ash content ratio being 10 to 50% by mass when the sum total of the Portland cement and the fly ash is 100% by mass, and the cement composition being used for concrete defined by the definition for the following concrete for high-temperature environments. [Fly ash conditions](F1) Blaine specific surface area for the fly ash is 2,500 to 6,000 cm2/g(F2) After the fly ash has been heated at 975±25°C for 15 minutes, the fly ash mass loss rate is 5% by mass or less(F3) In the fly ash, the SiO2 content ratio is 50% by mass or more(F4) In the fly ash, the mass ratio (Na2O+0.658×K2O)/(MgO+SO3+TiO2+P2O5+MnO) is 0.2 to 1.0 (in the formula, the chemical formula units are percentages by mass) (F5) In the fly ash, the sphere-converted specific surface area of particles wherein iron oxide and a non-crystalline substance are mixed, is 2,800 to 11,000 cm2/cm3(F6) In the fly ash, the sphere-converted specific surface area of non-crystalline particles containing Ca is 2,100 to 22,500 cm2/cm3[Definition for the concrete for high-temperature environments]Concrete containing at least (Cn1) to (Cn5) to be used where the mean temperature (environmental temperature) in the vicinity of the concrete is 25°C or higher. (Cn1) Cement composition for high-temperature environments(Cn2) Super retarding water-reducing agent (R1)(Cn3) Water-reducing agent (R2) excluding super retarding water-reducing agent (R1), retarding-type water-reducing agent, retarding-type AE water-reducing agent, and retarding-type high-performance AE water-reducing agent(Cn4) Fine aggregate(Cn5) Coarse aggregate(Cn6) Water
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机译:本发明是用于高温环境的水泥组合物,其至少包含满足(F1)〜(F6)中的所有粉煤灰条件的硅酸盐水泥和粉煤灰,粉煤灰含量之和为10〜50质量%。波特兰水泥和粉煤灰的总量为100质量%,并且该水泥组合物用于以下高温环境下的混凝土的定义。 [粉煤灰条件](F1)粉煤灰的布莱恩比表面积为2500至6,000 cm 2 Sup> / g(F2)将粉煤灰在975±25℃下加热15分钟后,粉煤灰的质量损失率为5质量%以下。(F3)粉煤灰中,SiO 2 Sub>的含有率为50质量%以上(F4)粉煤灰中的质量比(Na 2 Sub> O + 0.658×K 2 Sub> O)/(MgO + SO 3 Sub> + TiO 2 Sub> + P 2 Sub> O 5 Sub> + MnO)为0.2至1.0(在化学式中,化学式单位为质量百分比)( F5)在粉煤灰中,混合有氧化铁和非晶态物质的颗粒的经球换算的比表面积为2,800至11,000 cm 2 Sup> / cm 3 Sup >(F6)在粉煤灰中,含Ca的非晶态颗粒的球换算比表面积为2,100至22,500 cm 2 Sup> / cm 3 Sup>[高温环境下混凝土的定义]在混凝土附近的平均温度(环境温度)为25℃以上的情况下,使用至少含有(Cn1)〜(Cn5)的混凝土。 (Cn1)高温环境下的水泥组合物(Cn2)超级减水剂(R1)(Cn3)减水剂(R2),但不包括超缓凝减水剂(R1),缓凝型减水剂,缓凝型AE减水剂和缓凝型高性能AE减水剂(Cn4)细骨料(Cn5)粗骨料(Cn6)水
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