Citas bibligráficas
Hernandez, E., Miñano, M. (2019). Comparación de las propiedades físicas – mecánicas de la resistencia a la compresión del mortero convencional y mortero MASSA DUM DUM, Trujillo - 2019 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/21196
Hernandez, E., Miñano, M. Comparación de las propiedades físicas – mecánicas de la resistencia a la compresión del mortero convencional y mortero MASSA DUM DUM, Trujillo - 2019 [Tesis]. PE: Universidad Privada del Norte; 2019. https://hdl.handle.net/11537/21196
@misc{renati/451880,
title = "Comparación de las propiedades físicas – mecánicas de la resistencia a la compresión del mortero convencional y mortero MASSA DUM DUM, Trujillo - 2019",
author = "Miñano Briceño, Maria Isabel",
publisher = "Universidad Privada del Norte",
year = "2019"
}
The objective of this research work is to determine the comparison of the physical and mechanical properties of conventional mortar and massa dum dum, as well as the influence on the resistance to compression of masonry piles. For this test 10 masonry prisms were constructed with clay units (hollow bricks) of conventional mortar (cement - sand - water), with a cement - sand dosage of 1: 3, with a joint thickness of 1.5 cm, with 03 specimens; Regarding massa dum dum, the seated piles were applied with masonry units in continuous lines of 1 cm in diameter on the horizontal surface. In addition, the axial compression test of conventional mortar and massa dum dum was performed on test pieces of 5 cm per side. The present investigation was developed in the Materials Resistance Laboratory of the University Private of the North – Trujillo headquarters, the test specimens were elaborated considering 01 type of baked clay brick very used in the construction for supporting masonry walls, King Kong Brick 18 holes at 50%, applied to masonry units, masonry piles. For each technique, specimens were tested at axial compression, in order to determine the average compressive strength of the masonry (f'm) and mortars, according to the construction procedures of masonry stacks with conventional mortar and piles. masonry with massa dum dum; In addition, tests were carried out on the resistance to axial compression of mortars (conventional mortar and massa dum dum); in relation to the latter, the product was used with the help of an applicator, according to the manufacturer's specification. As a result of the laboratory tests, it was obtained that the use of conventional mortar excels in values of axial compression resistance, therefore, the present investigation determined that the application of massa dum dum (f'm = 3.65 Kg/cm2; f'm = 22.90 Kg/cm2) is the least adequate compared to that of conventional convencional (f'm = 118.16 Kg/cm2; f'm = 63.18 Kg/cm2). In this sense, the use of this new alternative material does not replace the conventional mortar with the use of King Kong brick 18 holes Lark brand for bearing walls.
Este ítem está sujeto a una licencia Creative Commons Licencia Creative Commons