Quality model for urban infrastructure in a real estate project based on the 3CV + 2 model

Authors

  • Miguel Davis Tecnológico de Monterrey

Keywords:

Quality model, Urban infrastructure, Graphic controls, Improvement cycle

Abstract

The housing sector in Mexico is frequently affected by natural disasters such as hurricanes, floods and earthquakes; events that destroy the low quality of housing infrastructure, leaving as a consequence thousands of victims. The year 2019 is a challenging one for the housing sector in Mexico, due to the slowness of the national economy going even deeper into this year; however this fact should be perceived as a year of opportunities, where the process of adjustment to the new environment has started since months ago. The following research, tries to satisfy this need, proposing a quality model that supports developers, on their daily activities regarding the construction of urban infrastructure.

Currently in Mexico does not exist a model that evaluates the quality of the infrastructure on real state projects. For that reason, a quality model was developed to measure and control the variations frequently obtained in the construction procedures. This model involves supplies, process and final product of the most important construction procedures involved in the urban infrastructure. The proposed model will let to know the elements involved in this kind of project, as well as the criteria considered at the moment based on norms and specifications. The methodology consists on the determination of the construction procedures, the determination of the variables involved in these constructive procedures, the determination of norms and tolerances, the determination of the type of graphic control, the data gathering, the determination of the number and size of the sample, the use of the graphic control, the results gathering, interpretation and improvement cycle.

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Published

2019-04-29

How to Cite

Davis, M. (2019). Quality model for urban infrastructure in a real estate project based on the 3CV + 2 model. Journal of Construction and Civil Engineering, 9(1), 30–40. Retrieved from https://revistas.ufro.cl/ojs/index.php/rioc/article/view/2083

Issue

Section

Articles