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Silicic acid ratio of clinker and gypsum reaction ratio of self-stressing aluminosulphate cement

机译:自应力铝硫酸盐水泥的熟料硅酸比和石膏反应比

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The special appalication of clinker of self-stressing alumino-sulphate cement (SSASC) was studied in the present paper. Silicic acid ratio of clinker n was determined by calculating the molar ratio m of C_2S to C_4A_3S, the value of n was 0.20 approx 0.50. To establish a quantative relation between C_2S, C_4A_3S and CSH_2 (CaSO_4 4H_2O)_ respectively for cement proportioning design so as to predict and control the hydration and expansion of cement, gypsum reaction ratio k was put forward and its value was 0.9-1.0.
机译:本文研究了自应力硫酸铝水泥(SSASC)熟料的特殊应用。通过计算C_2S与C_4A_3S的摩尔比m来确定熟料n的硅酸比,n的值为0.20〜0.50。为了建立水泥配比设计的C_2S,C_4A_3S和CSH_2(CaSO_4 4H_2O)_之间的定量关系,以预测和控制水泥的水化和膨胀,提出了石膏反应比k,其值为0.9-1.0。

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