Óxido de hierro como sustituto parcial de agregado fino en morteros de pega: un enfoque de la economía circular

The research was carried out with the objective of analyzing the physical-mechanical and chemical behavior of mortar mixtures for masonry, partially replacing the fine aggregate (Santo Tomás sand) with crushed iron oxide obtained at the Universidad de la Costa, which came from metallic beams from th...

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Autores:
Rosado Barros, Isabella
Salcedo Caamaño, Javier
Tipo de recurso:
Trabajo de grado de pregrado
Fecha de publicación:
2024
Institución:
Corporación Universidad de la Costa
Repositorio:
REDICUC - Repositorio CUC
Idioma:
spa
OAI Identifier:
oai:repositorio.cuc.edu.co:11323/12847
Acceso en línea:
https://hdl.handle.net/11323/12847
https://repositorio.cuc.edu.co
Palabra clave:
Fine aggregate
Sand
Iron oxide
Mortars
Circular economy
Compression resistance
Agregado fino
Arena
Óxido de hierro
Morteros
Economía circular
Resistencia a la compresión
Rights
openAccess
License
Atribución-NoComercial-CompartirIgual 4.0 Internacional (CC BY-NC-SA 4.0)
Description
Summary:The research was carried out with the objective of analyzing the physical-mechanical and chemical behavior of mortar mixtures for masonry, partially replacing the fine aggregate (Santo Tomás sand) with crushed iron oxide obtained at the Universidad de la Costa, which came from metallic beams from the facade of the laboratory building, at the percentages of 10%, 12% and 15% and a traditional mixture as a reference point. Eight mortar cubes of 125 cm3 volume each were made, i.e., a total of 32 mortar cubes were used in the investigation. The mixtures in plastic state were tested for flowability, while in hardened state they were submitted to the compressive strength test at 7, 14 and 28 days of curing; in addition, the mortar samples were analyzed using SEM-EDS Scanning Electron Microscopy. Finally, it was found that the best mechanical behavior at 28 days of curing, the 15% substitution mixture reached a resistance of 33.60 MPa; followed by the 12% mixture that reached a resistance of 27.07 MPa; while the traditional and the 10% percentage mixtures reached similar resistances of 25.77 MPa and 25.70 MPa, respectively