水泥掺量对石灰-水泥砂浆孔隙结构和吸胀率的影响

Dulce E.Valdez Madrid, Natalia Alderete, Veerle Boterberg, Nele De Belie, Veerle Cnudde
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引用次数: 0

摘要

了解水泥石灰砂浆的孔隙结构和水输运特性对可持续结构的设计具有重要意义。通过优化这些性能,可以改善砂浆与建筑石材、砖等多孔基材的相容性,提高砂浆在施工中的耐久性和效率。本研究对水泥-石灰砂浆混合物的孔隙结构进行了全面分析,并考察了其随时间变化对机械性能、自然碳化和毛细管吸水的影响。为此,采用动态水蒸气吸附、压汞孔隙度法、微计算机断层扫描、毛细管吸水和真空吸水等方法对6种水泥-石灰砂浆混合料的孔隙度进行了表征。研究发现,富水泥混合料使微毛细血管主导的孔隙网络更加精细,孔隙率降低,孔径分布呈单峰态,强度更高,而石灰促进大毛细血管的形成。用水泥替代37 ~ 55%的粘结剂质量,提高了石灰砂浆的初级毛细吸胀率。然而,当水泥含量超过55%时,这一速率下降,这可能是由于加入水泥后形成的微血管体积增大。该研究强调了平衡石灰和水泥含量对优化砂浆孔隙结构和水输运性能的重要性,从而影响砂浆的力学性能和耐久性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of cement content on the pore structure and imbibition rate of lime-cement mortars
Understanding the pore structure and water transport properties of cement-lime mortars has significant implications for the design of sustainable structures. By optimizing these properties, we can improve the compatibility between mortars and porous substrates such as building stones and bricks, as well as enhance the durability and efficiency of mortar in construction. This study provides a comprehensive analysis of the pore structure of cement-lime mortar mixtures and examines its implications for mechanical performance, natural carbonation, and capillary water uptake over time. For this purpose, the porosity of six cement-lime mortar mixtures was characterized using dynamic vapor sorption, mercury intrusion porosimetry, micro-computed tomography, capillary water uptake and water absorption under vacuum. It was found that cement-rich mixtures lead to a more refined pore network dominated by microcapillaries and decreased porosity with a unimodal pore size distribution, resulting in higher strength, while lime promotes the formation of macrocapillaries. Replacing 37-55 % of the binder mass with cement increases the primary capillary imbibition rate of lime mortars. However, this rate decreases when the cement content exceeds 55 %, likely due to the higher volume of microcapillaries formed by the addition of cement. The study highlights the importance of balancing lime and cement content to optimize the pore structure and water transport properties of mortars, which in turn affects their mechanical performance and durability.
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