Bibliographic citations
Angulo, C., Pacheco, J. (2023). Diseño y análisis económico de concreto f´c = 175 kg/cm2 con adición de arcilla expansiva y parafina para vereda en la Av. Domingo Orué – tramo comprendido entre Av. Panamá hasta la Ca. Los Halcones para reducir el inconfort térmico. [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/669989
Angulo, C., Pacheco, J. Diseño y análisis económico de concreto f´c = 175 kg/cm2 con adición de arcilla expansiva y parafina para vereda en la Av. Domingo Orué – tramo comprendido entre Av. Panamá hasta la Ca. Los Halcones para reducir el inconfort térmico. [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/669989
@misc{renati/409356,
title = "Diseño y análisis económico de concreto f´c = 175 kg/cm2 con adición de arcilla expansiva y parafina para vereda en la Av. Domingo Orué – tramo comprendido entre Av. Panamá hasta la Ca. Los Halcones para reducir el inconfort térmico.",
author = "Pacheco Montalvo, Juan Manuel Espiritu",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
The high temperatures on urban roads and the linear continuation of the buildings in our cities lead to the urban canyon effect when exposed to high temperatures and solar radiation. This accumulation of heat has negative effects on the environment, thermal discomfort of the population, affects the energy balance of cities and thermal problems in concrete. The incorporation of phase change materials (PCM) is one of the possible ways to reduce this temperature. Encapsulated phase change materials can store energy in the form of latent heat without increasing temperature. In this study, expansive clay and paraffin were used as coarse aggregate for the design of concrete and its properties. The results of the hardened concrete test of the ECA-15% design show a compressive strength of 276.26 kg/cm2 at 28 days and a tensile strength of 25.40 kg/cm2 at 14 days, meeting and exceeding the limits. established in the standard. From a field demonstration, it was observed that concrete slabs built for the sidewalk with ECA-15%, unlike conventional concrete, reduce the maximum temperature of the concrete surface up to 6.50°C and 3.40°C respectively with with respect to the conventional concrete of the studied section.
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