Deterioro por corrosión de elementos de concreto armado de un edificio industrial

  • G. F. San Miguel Universidad Autónoma de Nuevo León, UANL, FIC, Av. Universidad S/N, Ciudad Universitaria, San Nicolás de los Garza, Nuevo León, C.P. 66451, México
  • P. V. Tamez Universidad Autónoma de Nuevo León, UANL, FIC, Av. Universidad S/N, Ciudad Universitaria, San Nicolás de los Garza, Nuevo León, C.P. 66451, México
  • M. R. Alvarado Av. El Roble #660, Col. Valle del Campestre, San Pedro Garza, Nuevo León, C.P. 66265, México
  • R. G. Alcorta Universidad Autónoma de Nuevo León, UANL, FIC, Av. Universidad S/N, Ciudad Universitaria, San Nicolás de los Garza, Nuevo León, C.P. 66451, México
  • R. M. Garza Av. El Roble #660, Col. Valle del Campestre, San Pedro Garza, Nuevo León, C.P. 66265, México
  • J. P. Farias Universidad Autónoma de Nuevo León, UANL, FIC, Av. Universidad S/N, Ciudad Universitaria, San Nicolás de los Garza, Nuevo León, C.P. 66451, México
DOI: https://doi.org/10.21041/ra.v2i3.38
Keywords: corrosion; reinforced concrete; evaluation; rehabilitation.

Abstract

Corrosion of reinforced concrete structures (RCS) is accentuated when there are placed in environments with extremely aggressive microclimates. In many parts of the world, the ability to evaluate the corrosion of rebars in these RCS and estimate the remaining service life is subject of study. This work shows that the implementation of an inspection and diagnosis methodology must generate reliable data, through the use of specialized equipment and technology. Additionally, the development of planning processes in rehabilitation interventions and/or maintenance of reinforced concrete elements should be privileged. The results obtained
allowed the optimization of human and material resources of the end user.

Keywords: corrosion; reinforced concrete; evaluation; rehabilitation.

Downloads

Download data is not yet available.

References

Andrade C., Castelo V., Alonso C. and Gonzalez J.A. (1986) The determination of corrosión rate of steel embedded in concrete by polarization resistance and AC impedance, Corrosión Effect of Stray Currents and the Techniques for Evaluating Corrosion of Rebars in Concrete, Ed: V. Chaker, ASTM STP 906, pp. 43 – 63.

Andrade C. and Alonso C. (1996) Corrosion rate monitoring in the laboratory and on-site, Construction and Building Materials, 10 (5), 315-328.

ASTM (2009) Standard C-876 Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete. Philadelphia. USA.

Troconis de Rincón O. and co-authors (2007) Effect of the Marine Environment on Reinforced Concrete Durability in Iberoamerican Countries: DURACON Project/CYTED, Corrosion Science, Elsevier Science LTD Publication, Volumen 49, Issue 7, pp. 2832-2843.

Fajardo G., Escadeillas G., Arliguie G. (2006) Electrochemical chloride extraction from steel reinforced concrete specimens contaminated from artificial sea–water, Corrosion Science, 48, 110–125, ISSN: 0010-938X, doi:10.1016/j.corsci.2004.11.015.

Fajardo G., Valdez P., Pacheco J. (2009) Corrosion of steel rebar in natural pozzolan based mortars exposed to chlorides, Construction & Building Materials, 23, Issue 2, 768-774, , ISSN: 0950-0618, doi:10.1016/j.conbuildmat.2008.02.023

Mehta P.K., Monteiro P. J. M. (2001) CONCRETE - Microstructure, Properties and Materials, October, 20.

Millard S., Harrison J. and Edwards A. (1989) British Journal Non-destructive Testing, 31, p.616.

Morris W., Vico A., Vazquez M., and Sanchez S.R. (2002) Corrosion of reinforcing steel evaluated by means of concrete resistivity measurements, Corrosion Science, 44, pp. 81 – 99.

RILEM TC 154-EMC: Electrochemical Techniques for Measuring Metallic Corrosion’Halfcell potential measurements, Elsener B., et al. (2003) Potential mapping on reinforced concrete structures, Materials and Structures / Matériaux et Constructions, Vol. 36, August-September,

pp 461-471.

Sanchez M., Troconis de Rincón O., Sanchez E., Garcia D., Sanchez E., Sadaba M., Delgado S. and Troconis de Rincón O. y Miembros de la Red DURAR. Red Temática XV.B. (1997) Durabilidad de la Armadura. Manual De Inspección, Evaluación y Diagnóstico de Corrosión en Estructuras de Hormigón Armado, CYTED ISBN 980-296-541-3. Maracaibo. Venezuela.

Troconis de Rincón O., Arrieta de Bustillos L., Vezga C. (2003) Evaluation, Diagnosis and Rehabilitation of Buildings in Rural Environments, Journal of Architecture & Environment. Vol.2, No. 1, pp. 45-54.

Troconis de Rincón O., Sánchez M., Pérez O., Contreras D., García O. y Vezga C. (1991) A Study of Practical Cases of Steel Corrosion in Reinforced Concrete. Causes and Solutions, Materials Performance, Vol. 30, No. 8, pp. 42-45

Published
2012-09-30
How to Cite
San Miguel, G. F., Tamez, P. V., Alvarado, M. R., Alcorta, R. G., Garza, R. M., & Farias, J. P. (2012). Deterioro por corrosión de elementos de concreto armado de un edificio industrial. Revista ALCONPAT, 2(3), 195 - 210. https://doi.org/10.21041/ra.v2i3.38
Issue
Vol. 2 No. 3 (2012)
Section
Study Case

_______________________________

License in effect from September 2020

You are free to:

  1. Share — copy and redistribute the material in any medium or format for any purpose, even commercially.
  2. Adapt — remix, transform, and build upon the material for any purpose, even commercially.
  3. The licensor cannot revoke these freedoms as long as you follow the license terms.

Under the following terms:

  1. Attribution — You must give appropriate credit , provide a link to the license, and indicate if changes were made . You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
  2. No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.

Notices:

You do not have to comply with the license for elements of the material in the public domain or where your use is permitted by an applicable exception or limitation .

No warranties are given. The license may not give you all of the permissions necessary for your intended use. For example, other rights such as publicity, privacy, or moral rights may limit how you use the material.

Crossref
Scopus
Google Scholar
Europe PMC