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Sáenz, M., (2016). Influencia del espesor de la junta de mortero en la resistencia a compresión axial de pilas de albañilería [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/7242
Sáenz, M., Influencia del espesor de la junta de mortero en la resistencia a compresión axial de pilas de albañilería [Tesis]. PE: Universidad Privada del Norte; 2016. https://hdl.handle.net/11537/7242
@misc{renati/434165,
title = "Influencia del espesor de la junta de mortero en la resistencia a compresión axial de pilas de albañilería",
author = "Sáenz Correa, Miluska Carolaine",
publisher = "Universidad Privada del Norte",
year = "2016"
}
Title: Influencia del espesor de la junta de mortero en la resistencia a compresión axial de pilas de albañilería
Authors(s): Sáenz Correa, Miluska Carolaine
Advisor(s): Mosqueira Moreno, Miguel Ángel
Keywords: Ingeniería Civil; Resistencia a la compresión; Materiales de construcción (albañilería, cerámica); Ladrillo
OCDE field: https://purl.org/pe-repo/ocde/ford#2.01.01
Issue Date: 23-May-2016
Institution: Universidad Privada del Norte
Abstract: RESUMEN
Actualmente en un alto porcentaje de edificaciones se emplean muros de albañilería como elemento constructivo en la ciudad de Cajamarca, por lo que esta investigación busca generar información que permita tener datos de resistencia de pilas (f’m) para diferentes espesores de junta de mortero, que se utilizan comúnmente y que no están especificados en la Norma E.070. El objetivo del presente trabajo de investigación, fue determinar la influencia del espesor de la junta de mortero en la resistencia a compresión axial de pilas de albañilería, utilizando ladrillos fabricados artesanalmente de la ladrillera La Paccha – El Cerrillo y en el mortero arena de cerro de la cantera “El Gavilán”, para ello se ha realizado 60 pilas de ladrillos en total, 12 para cada espesor de junta, considerando: 1.0, 1.5, 2.0, 3.0 y 4.0 cm. Además, se realizaron ensayos clasificatorios: variación dimensional, alabeo, compresión simple y ensayos no clasificatorios: succión, absorción, ensayos de pilas, ensayos de mortero (compresión axial), determinándose la resistencia de los ladrillos (f’b), resistencia de pilas (f’m). Clasificando al ladrillo artesanal utilizado como tipo II de acuerdo a la norma E.070. Finalmente con los ensayos realizados de compresión axial para las pilas de cada espesor se pudo concluir que el porcentaje de la resistencia a la compresión de una pila de albañilería disminuye hasta un 15% por cada incremento de 1 cm en el espesor de la junta de mortero hasta 4.0 cm.
ABSTRACT Currently in a high percentage of masonry buildings as a constructive element used in the city of Cajamarca, so this research seeks to generate information to be battery resistance data (f'm) for different thicknesses of mortar joint, which are commonly used and are not specified in the Standard E.070. The objective of this research was to determine the influence of the thickness of the mortar joint in resistance to axial compression piles of masonry, using bricks made by hand of the brick La Paccha - El Cerrillo and mortar sand hill the quarry "the Hawk", for it was made 60 piles of bricks in total, 12 for each board thickness, considering: 1.0, 1.5, 2.0, 3.0 and 4.0 cm. dimensional change, warping, simple compression and not qualifying tests: suction, absorption assays batteries, mortar tests (axial compression), determining the resistance of the bricks (F'B), battery resistance also qualifying tests were conducted (f'm). Classifying the artisanal brick used as type II according to the E.070 standard. Finally the tests conducted in axial compression for the stacks of each thickness it could be concluded that the percentage of the compressive strength of a pile of masonry decreases to 15% for each increase of 1 cm in the thickness of the mortar joint to 4.0 cm.
ABSTRACT Currently in a high percentage of masonry buildings as a constructive element used in the city of Cajamarca, so this research seeks to generate information to be battery resistance data (f'm) for different thicknesses of mortar joint, which are commonly used and are not specified in the Standard E.070. The objective of this research was to determine the influence of the thickness of the mortar joint in resistance to axial compression piles of masonry, using bricks made by hand of the brick La Paccha - El Cerrillo and mortar sand hill the quarry "the Hawk", for it was made 60 piles of bricks in total, 12 for each board thickness, considering: 1.0, 1.5, 2.0, 3.0 and 4.0 cm. dimensional change, warping, simple compression and not qualifying tests: suction, absorption assays batteries, mortar tests (axial compression), determining the resistance of the bricks (F'B), battery resistance also qualifying tests were conducted (f'm). Classifying the artisanal brick used as type II according to the E.070 standard. Finally the tests conducted in axial compression for the stacks of each thickness it could be concluded that the percentage of the compressive strength of a pile of masonry decreases to 15% for each increase of 1 cm in the thickness of the mortar joint to 4.0 cm.
Link to repository: https://hdl.handle.net/11537/7242
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; Chávez Toledo, Teresa
Register date: 1-Nov-2016
This item is licensed under a Creative Commons License