Citas bibligráficas
Linarez, C., (2015). Elaboración de ladrillos ecológicos a partir de residuos agrícolas (cáscara y ceniza de arroz), como material sostenible para la construcción. Iquitos - Loreto - 2014 [Tesis, Universidad Nacional de la Amazonía Peruana]. http://repositorio.unapiquitos.edu.pe/handle/20.500.12737/3253
Linarez, C., Elaboración de ladrillos ecológicos a partir de residuos agrícolas (cáscara y ceniza de arroz), como material sostenible para la construcción. Iquitos - Loreto - 2014 [Tesis]. : Universidad Nacional de la Amazonía Peruana; 2015. http://repositorio.unapiquitos.edu.pe/handle/20.500.12737/3253
@misc{renati/968259,
title = "Elaboración de ladrillos ecológicos a partir de residuos agrícolas (cáscara y ceniza de arroz), como material sostenible para la construcción. Iquitos - Loreto - 2014",
author = "Linarez Ocmín, Claudio Humberto",
publisher = "Universidad Nacional de la Amazonía Peruana",
year = "2015"
}
This research study was conducted in the city of Iquitos - National University of the Peruvian Amazon - City University of Zúngaro Cocha, in the area of Juvenile Research Center animals; Located 45 minutes from the city of Iquitos; likewise it is taken as a collection center to center Zúngaro populated Cocha. Develop ecological bricks pozzolanic character by incorporating waste from rice cultivation, and low energy and cost. The four treatments behaved in the same way in increasing moisture, based process put in water for 24 hours to bricks, after a preliminary drying process; where T1, T2, T3 and T4 showed a moisture gain of 12% in a similar manner, it is influenced by the content of rice hulls in the bricks, which acts creating pores within them through which air flows generating processes evaporation, and influences the increase in humidity. Load capacity, the treatment showed better performance was the treatment T2 with 6.8 Ton, before deformation and / or breaking the brick, the worst being the T1 with the minimum load of 5.5 tons. As for the compressive strength was the best treatment with T3 20.1250 Kg /m2, and which had less resistance 17.0750 T1. Based on the Standards, Standard E.070, 399,613 NTP, NTP 399,605; these bricks have a classification BRICK TYPE I since compression in less than 50 kg / m2, very low strength and durability. Suitable for masonry buildings in service with minimum requirements.
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