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Application filed by Edgar David Mora Martinez, Katerine Ronquillo Maigua Erika, Michelle Carolina Jarrin Trujillo, Unidad De Gestion De Investig Y Proyeccion SocialfiledCriticalEdgar David Mora Martinez
Priority to ECSENADI202021975ApriorityCriticalpatent/ECSP20021975A/en
Publication of ECSP20021975ApublicationCriticalpatent/ECSP20021975A/en
Buildings Adapted To Withstand Abnormal External Influences
(AREA)
Abstract
Esta invención se refiere a un sistema de engranajes conectados y ubicados entre el sistema estructural de una edificación y las paredes de mampostería (Fig. 1) como un sistema de reforzamiento estructural en eventos sísmicos, comprende dos partes: La primera parte conformada por (Fig. 5): A. Cremallera de viga; y, B. Engranaje 1; La segunda parte conformada por (Fig. 5): C. Piñón; D. Engranaje 2; y, E. Cremallera de pared. Además, el sistema de soporte para los engranajes comprende: F. Ejes y Columnetas/placas. Este sistema mejora la respuesta estructural de una edificación ante un evento sísmico ya que disminuye incertidumbres en la modelación computacional de los edificios.This invention refers to a system of gears connected and located between the structural system of a building and the masonry walls (Fig. 1) as a structural reinforcement system in seismic events, it comprises two parts: The first part made up of (Fig. .5): A. Beam zipper; and, B. Gear 1; The second part made up of (Fig. 5): C. Pinion; D. Gear 2; and, E. Wall zipper. In addition, the support system for the gears includes: F. Shafts and Columns/plates. This system improves the structural response of a building to a seismic event since it reduces uncertainties in the computational modeling of buildings.
ECSENADI202021975A2020-04-222020-04-22
Gear System for Concrete Block Masonry Reinforcement against Out-of-Plane Loads
ECSP20021975A
(en)
Method, use and joining device between prefabricated reinforced concrete beams and pillars with dry joint, comprises a first group of joining reinforcements arranged on a first piano and parallel to each other, first coupling means with the pillars; a plurality of anchor plates arranged defining a frame; and second coupling means between the threaded ends. closed
Structural system with self-scaffolding, structure that comprises it and method of building a structure using said structural system with self-scaffolding
Method for manufacturing reinforced concrete joists, joists manufactured by this process, special interjoists, and method for constructing reinforced concrete floors with these joists and interjoists