Análisis técnico-económico de losas de aterrizaje de hormigón y asfalto en aeropuertos chilenos de bajo tránsito aéreo
Cargando...
Fecha
2018
Profesor/a Guía
Facultad/escuela
Idioma
es
Título de la revista
ISSN de la revista
Título del volumen
Editor
Universidad Andrés Bello
Nombre de Curso
Licencia CC
Licencia CC
Resumen
La presente investigación fue realizada en la Universidad Andrés Bello, sede República. En la actualidad la red aeroportuaria de Chile abarca la mayoría de las regiones generando un aporte a nivel país para el desarrollo y el transporte de pasajeros. Esta investigación busca determinar cuál es el pavimento más conveniente para una pista de aterrizaje de bajo tránsito aéreo comparando 2 tipos. Se analizará una estructura compuesta de un paquete estructural flexible (asfalto) y otra de un paquete estructural rígido (Hormigón) para determinar de forma técnica-económica cuál de estos es el más apropiado para este tipo de pistas. Para realizar esta investigación se diseñó cada solución con el mismo tráfico aéreo según una pista tipo, “Aeropuerto Guardia Marina Zañartu, Puerto Williams”, se analizaron técnicamente ambas soluciones y por último se estimó un porcentaje de ahorro para la construcción de dichos paquetes estructurales. De esta manera, se desarrolla el análisis técnico económico y se encuentra la solución apropiada para la construcción de una pista de bajo tránsito aéreo.
The present investigation was carried out at the Andrés Bello University, Republic headquarters. At present, Chile's airport network covers most of the regions, generating a contribution at the country level for the development and transport of passengers. This research seeks to determine which is the most suitable pavement for a runway of low air traffic comparing 2 types. A structure composed of a flexible structural package (asphalt) and another of a rigid structural package (Concrete) will be analyzed to determine in a technical-economic way which of these is the most appropriate for this type of tracks. To carry out this investigation, each solution was designed with the same air traffic according to a type track, " Guardia Marina Zañartu Airport, Puerto Williams", both solutions were analyzed technically and finally a saving percentage was estimated for the construction of said structural packages. In this way, the economic technical analysis is developed and the appropriate solution is found for the construction of a low air traffic track.
The present investigation was carried out at the Andrés Bello University, Republic headquarters. At present, Chile's airport network covers most of the regions, generating a contribution at the country level for the development and transport of passengers. This research seeks to determine which is the most suitable pavement for a runway of low air traffic comparing 2 types. A structure composed of a flexible structural package (asphalt) and another of a rigid structural package (Concrete) will be analyzed to determine in a technical-economic way which of these is the most appropriate for this type of tracks. To carry out this investigation, each solution was designed with the same air traffic according to a type track, " Guardia Marina Zañartu Airport, Puerto Williams", both solutions were analyzed technically and finally a saving percentage was estimated for the construction of said structural packages. In this way, the economic technical analysis is developed and the appropriate solution is found for the construction of a low air traffic track.
Notas
Tesis (Ingeniero Constructor)
Palabras clave
Pistas de Aterrizaje, Pavimentos, Diseño y Construcción