Bibliographic citations
Aguilar, E., Vega, M. (2024). Tecnología de Concreto Semi Auto Consolidante Ecosostenible para la Construcción de Placas en Edificios de Viviendas Multifamiliares de Concreto Armado [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/675049
Aguilar, E., Vega, M. Tecnología de Concreto Semi Auto Consolidante Ecosostenible para la Construcción de Placas en Edificios de Viviendas Multifamiliares de Concreto Armado [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/675049
@misc{renati/419903,
title = "Tecnología de Concreto Semi Auto Consolidante Ecosostenible para la Construcción de Placas en Edificios de Viviendas Multifamiliares de Concreto Armado",
author = "Vega De La Cruz, Marita Daniela",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
In this research, the technology of semi-self-consolidating concrete has been developed for the construction of reinforced concrete plates, facing the need to optimize the construction processes, the final cost per m3 and m2 of constructed plate, and the mitigation of the footprint. of carbon in civil engineering projects such as buildings. Twelve mix designs were formulated and tested on a laboratory scale, whose technical parameters included a water/cement ratio of 0.50 and 0.55, Portland cement types I, HS, and IP, cement contents 345kg/m3 and 380 kg/m3, and two fine aggregate/coarse aggregate (Af/Ag) ratios of 55%/45% and 58%/42%, respectively. To measure the performance of the proposed mixtures, rheology tests were carried out to measure the passing ability and filling capacity, within which there is the initial extensibility and loss of fluidity for two hours, T40, J-Ring , V-Funnel, L-Box. Likewise, compressive strength, direct tensile, and flexural modulus of rupture tests were carried out to quantify the mechanical properties associated with what is required for structural elements in reinforced concrete. From the results obtained, two designs of CSAC mixtures with w/c ratio 0.55, 345 kg/m3 of Portland cement type I, and af/ag ratio 58/42, and with w/c ratio 0.55, 345 kg/m3 were obtained. m3 of Portland cement type HS, and af/ag ratio 58/42, presented the best rheological behavior, high mechanical resistance, and low carbon footprint content.
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