Bibliographic citations
Valles, A., (2016). Elaboración de una mezcla cementica y agregados de plástico reciclados, para fabricar ladrillos ecológicos, Loreto - 2014 [Tesis, Universidad Nacional de la Amazonia Peruana]. http://repositorio.unapiquitos.edu.pe/handle/20.500.12737/4363
Valles, A., Elaboración de una mezcla cementica y agregados de plástico reciclados, para fabricar ladrillos ecológicos, Loreto - 2014 [Tesis]. : Universidad Nacional de la Amazonia Peruana; 2016. http://repositorio.unapiquitos.edu.pe/handle/20.500.12737/4363
@misc{sunedu/3119151,
title = "Elaboración de una mezcla cementica y agregados de plástico reciclados, para fabricar ladrillos ecológicos, Loreto - 2014",
author = "Valles Vargas, Alfonso Junior",
publisher = "Universidad Nacional de la Amazonia Peruana",
year = "2016"
}
This research study was conducted in the city of Iquitos National University of the Peruvian Amazon - University City Zungaro Cocha, in the area of Cattle Research Center; Located 45 minutes from the city of Iquitos; Likewise, it will have as a collection center the town center of Zungaro Cocha. The aim of this study was to develop plastic bricks cementica mixture by incorporating plastic household waste from inorganic solid waste, low energy and cost. Of the results obtained we have of the four treatments in study T1: (1: 1), T1: 7.00 kg cement; 7.00 kg shredded plastic T2: (1.5: 0.5), T2: 10.5 kg cement; 3.5 kg crushed plastic, T3: (1.75: 0.25), T3: 12.25 kg cement; 1.75 kg crushed plastic, T4: (1.80: 0.20). T4: 12.60 kg cement; 1.40 kg crushed plastic, underwent Moisture, Absorption, Loading and Understanding tests in order to observe the behavior of each of them. The four treatments behaved in a totally different way in the increase of humidity, a process based on putting 24 hours in water to the bricks, after a previous drying process; where T4 and T3 show a gain of 5% moisture similarly, this is influenced by the compaction of the bricks the cement content in them, which makes low quality, compared to T1 and T2 treatments Which the concrete content is lower and higher plastic content is higher where the moisture content is higher case T1 with 23%. The level of absorption in the four treatments was highly discrepant completely different each other, with values ranging from 23% for T1, T2 8%, 5.3% for T3 and T4 with 5.5% moisture respectively. As for the capacity, the treatment showed better performance was treatment with T4 9.32 Ton, before deformation and / or breaking of the brick, T2 being the worst with the minimum load of 4.87 Ton. Based on the Normativity, Standard E.070, NTP 399.613, NTP 399.605; These bricks have a BRICK TYPE I classification as the compression in less than 50 kg / m2, resistance and durability very low. Suitable for construction of masonry in conditions of service with minimum requirements
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