Evaluación de las características físico-mecánicas del concreto elaborado con agregado reciclado de pavimentos, para su uso en construcciones –Abancay, 2022
Loading...
Date
2023
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
Abstract
En la presente investigación se utilizó material reciclado procedente del corte de pavimento rígido para su uso en construcciones; el estudio se realizó el año 2022, se empleó 75 probetas para pruebas de compresión axial, la metodología fue de un diseño experimental, con un enfoque cuantitativo. Se encontró que las resistencias alcanzadas por porcentajes de sustitución de 25%, 45%, 65% y 100% respecto a la muestra estándar, son variables debido a los porcentajes, por otro lado, se observa que los porcentajes de sustitución de 25% y 45% cumplen con la NTP, por lo que la sustitución de este tipo de agregados en el concreto es utilizable hasta indicar el número exacto. En la revisión, un sustancial con una sustitución de total regular por AMR hasta el 25%, 45% tiene una resistencia de 218,21 kg/cm2, y 215,84 kg/cm2 siendo superior a la norma establecida de 210 kg/cm2, sin embargo, la resistencia requerida no se alcanza cuando el material reciclado se utiliza para sustituir el 65% o el 100% del árido
In the present investigation, recycled material from the cutting of rigid pavement is used for the construction of a retaining wall, Abancay 2022, is the objective of this research project. Using 75 specimens for axial compression tests, an experimental research design with a quantitative approach was used to carry out the study. It was found that the strengths achieved by substitution percentages of 25%, 45%, 65% and 100% with respect to the standard sample are variable due to the percentages. On the other hand, it is observed that the substitution percentages of 25% and 45% comply with the NTP, so the substitution of this type of aggregates in the concrete is usable until indicating the exact number. In our review, a substantial with a substitution of regular total by AMR up to 25%, 45% has a resistance of 218.21 kg/cm2, and 215.84 kg/cm2 being superior to the established norm of 210 kg/cm2. However, the required resistance is not reached when the recycled material is used to replace 65% or 100% of the aggregate
In the present investigation, recycled material from the cutting of rigid pavement is used for the construction of a retaining wall, Abancay 2022, is the objective of this research project. Using 75 specimens for axial compression tests, an experimental research design with a quantitative approach was used to carry out the study. It was found that the strengths achieved by substitution percentages of 25%, 45%, 65% and 100% with respect to the standard sample are variable due to the percentages. On the other hand, it is observed that the substitution percentages of 25% and 45% comply with the NTP, so the substitution of this type of aggregates in the concrete is usable until indicating the exact number. In our review, a substantial with a substitution of regular total by AMR up to 25%, 45% has a resistance of 218.21 kg/cm2, and 215.84 kg/cm2 being superior to the established norm of 210 kg/cm2. However, the required resistance is not reached when the recycled material is used to replace 65% or 100% of the aggregate
Description
Keywords
Propiedades del agregado, material reciclado, dosificación, resistencia a compresión, agregado, Aggregate properties, recycled material, dosage, compressive strength, aggregate