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Performance under sulfate attack of concrete additioned with fluid catalytic cracking catalyst residue (FCC) and metakaolin (MK)

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Torres Castellanos, Nancy
Torres Agredo, Janneth
MEJIA DE GUTIERREZ, RUBY
Abstract (Spanish)
En este trabajo se presenta la evaluación del desempeño de concretos adicionados con un residuo de catalizador de craqueo catalítico (FCC) frente al ataque de sulfatos. Los resultados son comparados con concretos adicionados con metacaolín (MK). Los análisis de los materiales puzolánicos incluyen la determinación del tamaño de partícula, la actividad puzolánica y la composición química y mineralógica. Se utilizaron diferentes porcentajes de adición de FCC como reemplazo de cemento, en proporciones de 0, 10, 20 y 30%; de manera similar, se elaboraron concretos adicionados con MK en un 20%. Se evaluó la resistencia a la compresión y el desempeño frente al ataque de sulfatos. Los resultados mostraron que los concretos adicionados con FCC y MK tuvieron un comportamiento mecánico similar a la muestra control; sin embargo, frente a la expansión fueron superiores. Adicionalmente, el desempeño de los dos tipos de concretos (FCC y MK) bajo la acción de la solución de sulfatos fue comparable; esto puede deberse a que el FCC y el MK presentan similitudes en cuanto a su composición química y mineralógica. Se destaca que después de 360 días de exposición las muestras con MK y FCC no presentaron deterioro importante.
Abstract (English)
In this work the evaluation of the performance of concrete added with Fluid Catalytic Cracking Catalyst residue (FCC) from a Colombian petroleum company, under sulfate attack, is presented. The results of this concrete are compared with the results of Metakaolin (MK) added concrete. The analysis of the pozzolanic materials included the determination of the particle size, the pozzolanic activity and the chemical and mineralogical composition. Different percentages of FCC were used as Portland cement replacement in proportions of 0, 10, 20 and 30%; similarly concrete added with 20% of MK as replacement was elaborated. Compressive strength and performance under sulfate attack were evaluated. Results showed that concrete with FCC and MK as well as control concrete had similar behavior; however its expansion was higher. In addition, the performance of the two types of concrete (FCC y MK) under sulfate attack was comparable; this could be due to fact that FCC and MK showed similarities regarding of their chemical and mineralogical composition. Importantly, after 360 days of exposure the specimens with MK and FCC showed no significant deterioration.
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5 páginas
URI: https://repositorio.escuelaing.edu.co/handle/001/2413
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AM - Grupo de Investigación en Estructuras y Materiales
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