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Influence of the Calcium Sulphate and W/C Ratio on the Hydration of Calcium Sulfoaluminate Cement

机译:硫酸钙和W / C比对磺酸钙水合水合的影响

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Calcium sulfoaluminate cements (CSA) have been known for several decades, but they have recently been considered as a promising low-CO2 alternative to Ordinary Portland cements and an opportunity for the wastes recycling. The key component of CSA cements is the compound calcium sulfoaluminate (C4A3$), due to its ability of generating ettringite when it reacts with water, lime and/or calcium sulphate. Various applications of these binders have been developed, for instance low-shrinkage, self-stressing and high early strength cements, depending upon the composition and on the reactivity of the cement. However the relationships between these factors and-mechanical properties have not been yet deeply studied in terms of mechanisms and kinetic of the hydration process and microstructure and composition of the resulting hydrated phases. In this study, both the hydration kinetic and products microstructure of an industrial CSA clinker were investigated. In particular the influence of the type of calcium sulphate (anhydrite and gypsum), the calcium sulphate addition and water/binder ratio on the hydration of CSA clinker have been exploited. The hydration kinetic is strongly influenced by the type of calcium sulphate, namely gypsum and anhydrite. The main differences are observed during the first day of hydration, in particular in the first 8 hours. The high solubility of gypsum leads to a rapid formation of hydrates in an amorphous form that lead to a more dense paste in the first 24 hours and to a high compressive strength. The slow dissolution kinetic of anhydrite favours the formation of a well crystallised ettringite network that lead to a rapid paste plasticity loss (lower setting time) and to the formation of a less dense paste with lower compressive strength. At later ages (2, 7 and 28days) the degree of hydration results to be similar in both the samples as the microstructure of the paste. The compressive strength is as a consequence similar, but some differences in the shrinkage behaviour are observed. Monosulfate is formed only after 2 days of hydration, when calcium sulphate is consumed. The presence of strtlingite was observed only in the case of low amount of calcium sulphate and high w/c ratio.
机译:硫化钙水泥(CSA)已知几十年来,但最近被认为是普通波特兰水泥的有前途的低二氧化碳替代品,以及废物回收的机会。 CSA水泥的关键组分是当其与水,石灰和/或硫酸钙反应时产生Ettringite的能力,CSA水泥的复合钙磺酸钙(C4a3 $)。已经开发了这些粘合剂的各种应用,例如低收缩,自重和高早期强度水泥,这取决于组成和水泥的反应性。然而,在水合过程的机制和动力学方面尚未研究这些因子和机械性能之间的关系,以及所得水平和所得水平相的组成和组合物。在本研究中,研究了工业CSA熟料的水合动力量和产品微观结构。特别是硫酸钙(空调和石膏)的影响,硫酸钙加成和水/粘合剂比对CSA熟料的水合的影响已经被利用。水合动力学受到硫酸钙,即石膏和空调的类型的强烈影响。在水合的第一天,特别是在前8小时内观察到主要差异。石膏的高溶解度导致无定形形式的水合物的快速形成,其在前24小时和高抗压强度中导致更致密的糊状物。 AnhyDrite的缓慢溶解动力学有利于形成良好的结晶Ettringite网络,其导致快速粘贴可塑性损失(较低的设定时间)并形成具有较低抗压强度的较小糊状的糊状糊状物。在后来的年龄(2,7和28天),水合的程度在样品中与浆料的微观结构相似。抗压强度是相似的,但观察到收缩行为的一些差异。当消耗硫酸钙时,仅在水合后2天后形成金属硫酸盐。仅在硫酸钙含量低的情况下仅观察到粒状物的存在。

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