Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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
Non-structural, seismically-isolated, laminated gypsum construction board and non-structural, seismically-isolated construction panel comprising said board
Modular construction system, which is composed of a set of modular structural panels of a simple assembly between the panels, allowing the user to select, in a similar way to the “lego” blocks, the arrangement of said structural panels according to their need .