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Influence of partial replacement of cement by biomass ashes on cement-wood composites properties
Influencia de la sustitución parcial de cemento por cenizas de biomasa en las propiedades de compuestos de cemento y madera
DOI:
https://doi.org/10.15446/dyna.v91n231.111848Palabras clave:
cementitious composite; mechanical properties; physical properties; residues use (en)compuesto de cemento; propiedades mecánicas; propiedades físicas; aprovechamiento de residuos (es)
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The aim of this work was to evaluate the physical and mechanical properties of cement-wood composites with the addition of biomass ashes at different levels (0, 5, 10, 15, 20, and 25%). The composites were produced using Portland cement CPII, Eucalyptus grandis particles, and ashes from eucalyptus wood. The tests followed the NBR 7215 (2019) and ASTM E1876 (2022) standards, density, 24-hour thickness swelling, 24-hour water absorption, dynamic modulus of elasticity from non-destructive testing, static modulus of elasticity, and compressive strength at 28 days tests were carried out. After the tests, statistical analysis was performed to verify if there were statistically differences between the means at a 5% level of significance. The partial replacement of cement with ashes shows potential, especially with a 5% replacement, due to better physical and mechanical properties.
El objetivo del presente estudio fue evaluar las propiedades físico-mecánicas de compuestos cemento-madera con la incorporación de cenizas de biomasa en diferentes proporciones (0, 5, 10, 15, 20 y 25%). Estos compuestos se fabricaron utilizando cemento Portland CPII, partículas de Eucalyptus grandis y cenizas procedentes de la combustión de madera de eucalipto, siguiendo las normativas NBR 7215 (2019) y ASTM E1876 (2022). Se realizaron pruebas de densidad, expansión en espesor a las 24 horas, absorción de agua a las 24 horas, módulo de elasticidad dinámico mediante ensayos no destructivos, módulo de elasticidad estático y resistencia a la compresión a los 28 días. Posteriormente, se efectuó un análisis estadístico para determinar si existían diferencias entre las medias con un nivel de significancia del 5%. La sustitución parcial del cemento por cenizas demostró tener potencial, destacándose especialmente el tratamiento con una sustitución del 5% debido a sus mejores propiedades físico-mecánicas.
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