Estudios técnicos de vulnerabilidad sísmica y reforzamiento estructural del edificio de parqueaderos de la agrupación de vivienda bosque de Modela II etapa lote 4

Abstract

This work consists of taking samples and destructive and non-destructive tests, such as detection with ferroscan, taking samples with a sclerometer and auscultation of the interfloor plate to recognize the properties, quantities and geometric arrangement of the steel and concrete that make it up. they make up. An idealized mathematical model of the parking structure will be created to determine whether the structural elements and materials that make it up comply with the current standard for Colombia NSR-10. This evaluation will be done through an expert report and seismic vulnerability. taking into account the work carried out by the company MRP S.A.S in the documents “ANNEX 2.3b Photographic Record of Platform and Basement Affectations” and “ANNEX 2.4 - Report Ing. Eduardo Claros Montenegro”. These documents contain a pathology report and laboratory recording, tests and auscultations of the structure under study. The seismic expertise and vulnerability report contains the comparison of the data obtained by the company MRP S.A.S., the sampling carried out by us INGRUP S.A.S and the information present in the structural plans provided by the co-ownership. This report will compare this information to determine and justify the determinations, conclusions and decisions that will be made regarding the reinforcement and stability of the construction. Additionally, a soil study is carried out to determine the bearing capacity of the soil and its properties, with this it will be possible to determine the type of reinforcement in the foundation to mitigate settlements. A topographic survey and level markings are carried out to monitor and settlement control. Parallel to this, measurement of beam deflections and settlement of the subfloor plate is carried out with a 360º laser level within its range. An architectural survey is carried out to complement, discretize and locate the studies carried out. With all the studies and work described above, the necessary reinforcements will be calculated and designed by interpreting the information collected. Along with this, the civil activities to be carried out to eradicate and mitigate the pathologies presented by the structure are proposed. Finally, a budget is made, indicating the activities and quantities of work to be carried out, complementing the information with a specification, construction processes and description of the materials to be used.