Bibliographic citations
Quispe, A., Pérez, E. (2016). Análisis experimental de unidades de albañilería de concreto tipo NP, elaboradas con la adición de pasta de fibra celulosa reciclada (papel bond), evaluadas bajo las exigencias de la norma técnica peruana E-070 albañilería. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/90
Quispe, A., Pérez, E. Análisis experimental de unidades de albañilería de concreto tipo NP, elaboradas con la adición de pasta de fibra celulosa reciclada (papel bond), evaluadas bajo las exigencias de la norma técnica peruana E-070 albañilería. [Tesis]. : Universidad Andina del Cusco; 2016. https://hdl.handle.net/20.500.12557/90
@misc{renati/956886,
title = "Análisis experimental de unidades de albañilería de concreto tipo NP, elaboradas con la adición de pasta de fibra celulosa reciclada (papel bond), evaluadas bajo las exigencias de la norma técnica peruana E-070 albañilería.",
author = "Pérez Chumpe, Emerson",
publisher = "Universidad Andina del Cusco",
year = "2016"
}
In this investigation We evaluated the influence that has the inclusion of different percentages of recycled cellulose fiber (recycled bond paper) in a NP type block concrete on the physical-mechanical properties of block with respect to a one conventional. Initially, we identified a conventional unity of concrete masonry NP type manufactured in Cusco, for which we made an evaluation of the physical properties (dimensional change, warping, absorption, density) and mechanical properties (compressive strength) of the units developed in the city. we identified a conventional unity as the average of the physical and mechanical characteristics of the studied units. Later, we elaborated units of concrete masonry NP type with the characteristics of the conventional unit (place of manufacture, materials, dosage, labor). In the process of drafting, we added different percentages of recycled cellulose fiber (recycled bond paper) and we identified the physical-mechanical properties of these elaborate units were elaborated. Finally, we made a comparative analysis between conventional unit built in the city and the units made with different percentages of recycled cellulose fiber and we evaluated the influence of this additive on units of masonry NP type made in the city.
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