Resistance to compression and microstructure of concrete manufactured with supersulfated cements-based materials of volcanic origin exposed to a sulphate environment

Erick Edgar Maldonado Bandala, Karina Cabrera Luna, J. I. Escalante García, Demetrio Nieves Mendoza
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引用次数: 1

Abstract

This research presents the results of concretes made with supersulfated cements (SSC) volcanic material bases. The concretes were cured under two regimes one for 24 h at 25 ° C and one for 22 h at 60 ° C and then at 25 ° C. The specimens were exposed to two conditions, dry under laboratory conditions and immersed in a solution with 3.5% CaSO 4 at 25 ° C for up to 180 days. After 180 days, the concrete with a 5% An-10% PC-10% CaO-75% PM cementant exposed to the CaSO4 solution achieved a compressive strength of 46 MPa and 44 MPa dry under conditions of laboratory. The microstructure was analyzed by scanning electron microscopy, energy dispersive spectroscopy and XRD, showing that the main hydration products are C-S-H and ettringite.
由暴露在硫酸盐环境中的火山源超硫酸盐水泥基材料制成的混凝土的抗压缩性和微观结构
本文介绍了用过硫酸盐水泥(SSC)火山物质基制备混凝土的研究结果。混凝土在两种状态下进行养护,一种在25°C下养护24小时,一种在60°C下养护22小时,然后在25°C下养护。试件暴露在两种条件下,在实验室条件下干燥,并在含3.5% CaSO 4的25°C溶液中浸泡长达180天。掺入5% -10% PC-10% CaO-75% PM水泥的混凝土在CaSO4溶液中暴露180天后,抗压强度达到46 MPa,实验室干燥条件下抗压强度达到44 MPa。通过扫描电镜、能谱分析和XRD分析表明,水化产物主要为C-S-H和钙矾石。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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