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Carhuanambo, J., (2016). Propiedades mecánicas y físicas del adobe compactado con adición de viruta y aserrín, Cajamarca 2016 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/7328
Carhuanambo, J., Propiedades mecánicas y físicas del adobe compactado con adición de viruta y aserrín, Cajamarca 2016 [Tesis]. PE: Universidad Privada del Norte; 2016. https://hdl.handle.net/11537/7328
@misc{renati/524575,
title = "Propiedades mecánicas y físicas del adobe compactado con adición de viruta y aserrín, Cajamarca 2016",
author = "Carhuanambo Villanueva, Jhenifer Thajana",
publisher = "Universidad Privada del Norte",
year = "2016"
}
Title: Propiedades mecánicas y físicas del adobe compactado con adición de viruta y aserrín, Cajamarca 2016
Authors(s): Carhuanambo Villanueva, Jhenifer Thajana
Advisor(s): Mejía Díaz, Iván Hedilbrando
OCDE field: https://purl.org/pe-repo/ocde/ford#2.01.01
Issue Date: 20-May-2016
Institution: Universidad Privada del Norte
Abstract: RESUMEN
El adobe compactado es aún motivo de investigaciones las cuales buscan mejorar las características y resistencia de este material de construcción, como es el caso de la presente investigación, en la que se utilizó fibras vegetales para evaluar los resultados de esta adición.
El objetivo de esta investigación fue evaluar la adición de la viruta y aserrín de Eucalipto en porcentajes de 1.5%, 3.0% y 4.5% en las propiedades mecánicas y físicas del adobe compactado con la finalidad de diagnosticar sus ventajas o desventajas en la elaboración de éstos. Se planteó la hipótesis de que la adición de viruta y aserrín de Eucalipto, en porcentajes de 1.5%, 3.0% y 4.5%, en el adobe compactado, mejoraba sus propiedades mecánicas, en resistencia a compresión hasta en 5%, en resistencia a flexión hasta en un 10%, y mantiene su propiedad física de resistencia a la absorción de agua. Se elaboraron un total de 140 adobes compactados con los diversos porcentajes de adición de fibra vegetal: viruta y aserrín. De los cuales se ensayaron 56 unidades a compresión (en mitades), 42 unidades a flexión y 42 por absorción de agua. Los resultados mostraron que la adición de viruta de Eucalipto para los porcentajes de 1.5%, 3.0% y 4.5%, obtuvieron una resistencia a compresión de 28.04 kg/cm2
29.79 kg/cm2 y 30.94 kg/cm2 respectivamente, la adición de aserrín de Eucalipto para los porcentajes de 1.5%, 3.0% y 4.5%, obtuvieron una resistencia a compresión de 21.01 kg/cm2 18.53 kg/cm2 y 13.64 kg/cm2 respectivamente. En cuanto a la resistencia a flexión con adición de viruta de Eucalipto para los porcentajes de 1.5%, 3.0% y 4.5%, se obtuvo una resistencia de 20.67 kg/cm2 19.38 kg/cm2 y 23.34 kg/cm2 respectivamente. Y para la adición de aserrín de Eucalipto con los porcentajes de 1.5%, 3.0% y 4.5%, se logró una resistencia a flexión de 18.06 kg/cm2 9.81 kg/cm2 y 12.48 kg/cm2 respectivamente. Finalmente para la propiedad física de absorción de agua de los adobes con adición de viruta de Eucalipto con los porcentajes de 1.5%, 3.0% y 4.5% obtuvieron como resultado 19.36%, 20.15% y 20.95% respectivamente. Sin embargo, los adobes con adición de aserrín de Eucalipto con los porcentajes de 1.5%, 3.0% y 4.5% lograron como resultado 16.99%, 17.75% y 18.35% respectivamente.
ABSTRACT The compacted adobe is still under investigations which seek to improve the characteristics and strength of this building material, as in the case of this investigation, in which vegetable fiber was used to evaluate the results of this addition. The objective of this research was to evaluate the addition of chip and sawdust Eucalyptus percentage 1.5%, 3.0% and 4.5% in the mechanical and physical properties of compacted mud in order to diagnose their advantages and disadvantages in the development of these. It hypothesized that the addition of Eucalyptus chips, and sawdust, in percentages of 1.5%, 3.0% and 4.5%, in the compacted mud, improved mechanical properties, in compression strength up to 5% in flexural resistance arose up to 10%, and maintains its physical property of resistance to water absorption. Made it: A total of 140 bricks compacted with various percentages of addition of vegetable fiber were produced. Of which 42 units compression (halves), units 42 and 42 by bending water absorption were tested. The results were that adding eucalyptus chip rates 1.5%, 3.0% and 4.5%, obtained a compression strength of 28.04 kg/cm2 ,29.79 kg/cm2 and 30.94 kg/cm2 respectively. As for the flexural strength added to the Eucalyptus chip rates 1.5%, 3.0% and 4.5%, a strength of 20.67 kg/cm2 19.38 kg/cm2 y 23.34 kg/cm2 was obtained, respectively. And adding sawdust Eucalyptus with percentages 1.5%, 3.0% and 4.5%, a flexion strength of 18.06 kg/cm2 9.81 kg/cm2 y 12.48 kg/cm2 respectively was achieved. Finally for the physical property of water absorption of the bricks with addition of eucalyptus chips with percentages of 1.5%, 3.0% and 4.5% result obtained 19.36%, 20.15% and 20.95% respectively. However, the bricks with addition of sawdust Eucalyptus with percentages of 1.5%, 3.0% and 4.5% made as a result 16.99%, 17.75% and 18.35% respectivel.
ABSTRACT The compacted adobe is still under investigations which seek to improve the characteristics and strength of this building material, as in the case of this investigation, in which vegetable fiber was used to evaluate the results of this addition. The objective of this research was to evaluate the addition of chip and sawdust Eucalyptus percentage 1.5%, 3.0% and 4.5% in the mechanical and physical properties of compacted mud in order to diagnose their advantages and disadvantages in the development of these. It hypothesized that the addition of Eucalyptus chips, and sawdust, in percentages of 1.5%, 3.0% and 4.5%, in the compacted mud, improved mechanical properties, in compression strength up to 5% in flexural resistance arose up to 10%, and maintains its physical property of resistance to water absorption. Made it: A total of 140 bricks compacted with various percentages of addition of vegetable fiber were produced. Of which 42 units compression (halves), units 42 and 42 by bending water absorption were tested. The results were that adding eucalyptus chip rates 1.5%, 3.0% and 4.5%, obtained a compression strength of 28.04 kg/cm2 ,29.79 kg/cm2 and 30.94 kg/cm2 respectively. As for the flexural strength added to the Eucalyptus chip rates 1.5%, 3.0% and 4.5%, a strength of 20.67 kg/cm2 19.38 kg/cm2 y 23.34 kg/cm2 was obtained, respectively. And adding sawdust Eucalyptus with percentages 1.5%, 3.0% and 4.5%, a flexion strength of 18.06 kg/cm2 9.81 kg/cm2 y 12.48 kg/cm2 respectively was achieved. Finally for the physical property of water absorption of the bricks with addition of eucalyptus chips with percentages of 1.5%, 3.0% and 4.5% result obtained 19.36%, 20.15% and 20.95% respectively. However, the bricks with addition of sawdust Eucalyptus with percentages of 1.5%, 3.0% and 4.5% made as a result 16.99%, 17.75% and 18.35% respectivel.
Link to repository: https://hdl.handle.net/11537/7328
Discipline: Ingeniería Civil
Grade or title grantor: Universidad Privada del Norte. Facultad de Ingeniería
Grade or title: Ingeniero Civil
Juror: Aguilar Aliaga, Orlando; Alva Sarmiento, Anita Elizabet; Ravines Azañero, Irene Del Rosario
Register date: 2-Nov-2016
This item is licensed under a Creative Commons License