Bibliographic citations
Chung, C., (2020). Desarrollo de tecnología para la producción de paneles con bagazo de caña de azúcar y mortero cemento - arena [Tesis, Universidad Nacional de Ingeniería]. http://hdl.handle.net/20.500.14076/22543
Chung, C., Desarrollo de tecnología para la producción de paneles con bagazo de caña de azúcar y mortero cemento - arena [Tesis]. PE: Universidad Nacional de Ingeniería; 2020. http://hdl.handle.net/20.500.14076/22543
@mastersthesis{renati/267707,
title = "Desarrollo de tecnología para la producción de paneles con bagazo de caña de azúcar y mortero cemento - arena",
author = "Chung Rojas, Carlos Enrique",
publisher = "Universidad Nacional de Ingeniería",
year = "2020"
}
The present research work has been considered by the author, due to the great demand of economic and decent housing that should be built for families of low economic resources, especially for peripheral areas or suburbs and countryside, in view of all those places where spirits, molasses and chancaca are extracted from sugarcane, the residual bagasse is stacked in the orchards, generating a negative environmental and social impact. these wastes do not suffer deterioration by the action of insects (moths. butterflies, etc.), due to the high lignin content it presents, suffering only putrefaction effects, which is avoided by encapsulating these elements with sand cement mortar, which is our research topic. The Bagazo de Caña Fiber (FBC) was obtained from the town of Chazuta, where many farmers produce sugarcane brandy, while the inputs for the mortar were obtained from the quarry of the Cumbaza River. It has respected the procedures of other researchers who worked with fibers of different types of vegetables (coconut, lechuguilla, rice husk, etc.), achieving expected and optima! results, far exceeding the ASTM, ISOS and other regulations that regulate these types of demands. All the corresponding laboratory tests, mechanical and non-mechanical, are presented, in order to be able to recommend and suggest the use of these panels with total safety, in the construction of housing modules. The results obtained in the laboratory: Resistance tests of square control blocks of mortar with BCF, obtaining resistance to the understanding of f´c = 213.21 kg / cm2 on average, that is 101.53% of resistance for ages of 28 days, in 10 samples, complying with the requirements emanating from the corresponding Regulations. Likewise, flexural strength tests were performed on rectangular control blocks of mortar with BCF, with dimensions of L = 0.60 mx A = 0.20 mye = 0.06 m, reaching flexural strength of 22 kg / cm2, greatly exceeding the resistance to the flexion of the corresponding regulations. Likewise, it is indicated in a brief and understandable, practical and common way of all the construction processes, both of the panels, modules and housing in general.
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