The role of calcium silicates and quicklime on the reactivity of rehydrated cements

波特兰岩 胶凝的 钙矾石 材料科学 水泥 脱水 热重分析 背景(考古学) 硅酸盐水泥 化学工程 绿泥石 抗压强度 热分解 熟料(水泥) 水合硅酸钙 矿物学 冶金 复合材料 化学 地质学 有机化学 古生物学 工程类 生物化学 相(物质)
作者
Sérgio Cirelli Angulo,Mario Sergio Guilge,Valdecir Ângelo Quarcioni,Maria Alba Cincotto,Thiago Ricardo Santos Nobre,Herbert Pöllmann
出处
期刊:Construction and Building Materials [Elsevier BV]
卷期号:340: 127625-127625 被引量:12
标识
DOI:10.1016/j.conbuildmat.2022.127625
摘要

Construction and demolition waste recycling is mandatory in the context of circular economy. Specifically, applications for the cementitious waste fines are less discussed in scientific literature and barely implemented. Apart from the use of cementitious waste fines as raw materials for clinker production, thermal treatment by the decomposition of fines at temperatures lower than 600 °C has been explored to produce an alternative binder implying under this limit in low CO2 emissions during production. However, there are doubts if its reactivity results from the hydration from residual calcium silicates, and quicklime (CaO) eventually formed after the thermal treatment. This paper investigated quantitively the contributions of calcium silicates and quicklime by thermogravimetry (TG) and quantitative X-ray diffraction (QXRD) on the reactivity of the rehydrated cements. After hydration of the high initial strength Portland cement, only 5% (g/g) of calcium silicates remained, mostly larnite. After dehydration at 500 °C, only 6% (g/g) of quicklime was formed due to the decomposition of portlandite. Intermediate silicates increased in function of temperature of dehydration until 500 °C, but the contents were lower than 18%-g/g. Those phases can explain partially the heat released during rehydration. The heat seemed to be also related to the chemically bound water in the reformation of amorphous C-S-H. In fact, for a fixed water/cement ratio, the increase of chemically bound water explained both, the increase of heat released and the compressive strength of the rehydrated cements. This supports our finding that the calcium silicates or quicklime are not the only responsible for the reactivity of this binder.

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