Reforzamiento de muro colindante con calzadura no convencional en la remodelación - ampliación del ex hotel de turistas de la ciudad de Iquitos-Perú 2021
Date
2021-07-27
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Universidad Científica del Perú
Abstract
El presente trabajo de investigación consistió en el reforzamiento de un muro colindante mediante calzadura no convencional en el Ex Hotel De Turistas, correspondiente a una obra de Remodelación-Ampliación del mismo.
Para realizar el diseño de la calzadura no convencional se realizó ensayos como calicatas, SPT (ensayo de penetración estándar o standard penetration test), torquímetro, ensayo de veleta. Con las cuales pudimos definir el óptimo diseño de la calzadura no convencional para el muro colindante del Patrimonio cultural de la nación.
En conclusión, con los datos obtenidos se diseñó una calzadura no convencional con pilotes conectadas con viga cabezal.
The present investigation work consisted of the reinforcement of an adjoining wall by means of unconventional shoring in the Ex Hotel de Turistas, corresponding to a remodeling and expansion work of the same. To make the design of the non-conventional fit, test were made out such as test pits, SPT (standard penetration test), torque meter, and vane test. With which we were able to define the optimal design of the unconventional footing for the adjoining wall of the nation’s cultural heritage. In conclusion, with the data obtained, an unconventional shim designed with piles connected to the head beam.
The present investigation work consisted of the reinforcement of an adjoining wall by means of unconventional shoring in the Ex Hotel de Turistas, corresponding to a remodeling and expansion work of the same. To make the design of the non-conventional fit, test were made out such as test pits, SPT (standard penetration test), torque meter, and vane test. With which we were able to define the optimal design of the unconventional footing for the adjoining wall of the nation’s cultural heritage. In conclusion, with the data obtained, an unconventional shim designed with piles connected to the head beam.
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calicatas, ensayo de penetración o standard penetration test, pilotes conectados con viga cabezal, Pits, Penetration test or standard penetration test, Piles connected with head beam
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