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Microstructural changes induced in Portland cement-based materials due to natural and supercritical carbonation

机译:硅酸盐水泥基材料由于自然和超临界碳化引起的微观结构变化

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摘要

Supercritical carbonation of Portland cement binders was studied to analyse the influence of the type of cement on carbonation at high CO2 pressures (CO2 at 20 MPa and 318 K) and to improve the understanding of the effects on the microstructure and physicochemical properties of binders. The results were compared with those obtained in a natural exposure. Microstructural properties of supercritically and atmospherically carbonated Portland cement binders were examined using the complementary analytical techniques of FTIR, TG-DTA, and BSEM-EDX. Supercritically carbonated binders showed a microstructure based on a more polymerized and lower Ca form of CSH gel, formed by decalcification of high-Ca form of CSH gel. Results suggested that during the treatment at artificially intensified conditions, the crystallized calcium carbonate came mainly from the carbonation of the CSH gel, and at atmospheric conditions, from the carbonation of the portlandite phase.
机译:研究了波特兰水泥粘合剂的超临界碳化,以分析水泥类型对高CO 2 压力(20 MPa和318 K的CO 2 )下碳化的影响,以及增进对粘合剂的微观结构和理化性质影响的认识。将结果与自然暴露下获得的结果进行比较。使用FTIR,TG-DTA和BSEM-EDX的互补分析技术检查了超临界和常压碳酸盐波特兰水泥粘合剂的微观结构性能。超临界碳酸化的粘合剂显示出基于高钙形式的CSH凝胶脱钙而形成的,聚合度更高且Ca形式较低的CSH凝胶的微观结构。结果表明,在人工强化条件下的处理过程中,结晶碳酸钙主要来自CSH凝胶的碳酸化,而在大气条件下,则来自硅酸盐相的碳酸化。

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