Bibliographic citations
Ttito, N., Vega, D. (2023). Análisis comparativo de la resistencia a la compresión, adherencia, fluidez y fotoluminiscencia de un mortero patrón con respecto al mortero elaborado con cemento blanco adicionado con aluminato de estroncio al 30% y vidrio molido reciclado al 5%, 10% y 15%, Cusco 2023 [Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/5943
Ttito, N., Vega, D. Análisis comparativo de la resistencia a la compresión, adherencia, fluidez y fotoluminiscencia de un mortero patrón con respecto al mortero elaborado con cemento blanco adicionado con aluminato de estroncio al 30% y vidrio molido reciclado al 5%, 10% y 15%, Cusco 2023 []. PE: Universidad Andina del Cusco; 2023. https://hdl.handle.net/20.500.12557/5943
@misc{renati/954344,
title = "Análisis comparativo de la resistencia a la compresión, adherencia, fluidez y fotoluminiscencia de un mortero patrón con respecto al mortero elaborado con cemento blanco adicionado con aluminato de estroncio al 30% y vidrio molido reciclado al 5%, 10% y 15%, Cusco 2023",
author = "Vega Mercado, Diego Greco",
publisher = "Universidad Andina del Cusco",
year = "2023"
}
In this research conducted in the city of Cusco, the physical and mechanical properties of a white cement mortar (standard mortar) were examined. A photoluminescent pigment (Strontium Aluminate) was added to the mortar in a proportion of 30% relative to the cement content, and recycle crushed glass was also incorporated in different percentages (5%, 10% and 15%) in relation to the dine aggregate content. Properties in the hardened state were evaluated, such as compressive strength, flexural strength, bond strength and luminosity, as well as fresh as state fluidity. Preliminary tests were conducted, including particle size analysis, bulk density, moisture content, cement density and paste consistency, to design the mixture. The fine aggregate was sourced from the Cunyac quarry and Portland Type I white cement was used. The evaluation of the mortars was carried out at ages of 3, 7 and 28 days of curing. Crushed glass was incorporated due to its high mechanical properties, thus an increase in the mechanical properties of the mortar was expected, while the photoluminescent pigment was added to enhance luminosity. Peruvian Technical Standards (NTP) and international standards (UNE, ASTM, NCh) were followed for sample selection, analysis and testing. The results indicated that the photoluminescent mortar with 15% recycled crushed glass showed the highest compressive and bond strength (199.33 Kg/cm 2 and 4.97 Kg/cm 2 , respectively). The photoluminescent mortar with 5% recycled crushed glass exhibited the highest flexural strength (73.73 Kg/cm 2 ). However, no significant differences in luminosity were detected among the produced photoluminescent mortars.
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