Assessment and monitoring of durability of shell structures in “Zarzuela Racecourse” Madrid

Authors

  • A. Castillo CISDEM. (CSIC). Madrid
  • C. Andrade CISDEM. (CSIC). Madrid
  • I. Martínez CISDEM. (CSIC). Madrid
  • N. Rebolledo CISDEM. (CSIC). Madrid
  • L. Fernández-Troyano Carlos Fernández Casado S.L., Madrid
  • G. Ayuso Carlos Fernández Casado S.L., Madrid
  • G. Cuervo Carlos Fernández Casado S.L., Madrid
  • J. Junquera J. Junquera, C. Santana Estudio Jerónimo Junquera, S.L., Madrid
  • C. Santana J. Junquera, C. Santana Estudio Jerónimo Junquera, S.L., Madrid
  • J. Delgado DRAGADOS, S.A., Madrid

DOI:

https://doi.org/10.3989/ic10.058

Keywords:

Concrete, durability, monitoring, sensors, corrosion

Abstract


Present paper describes some aspects of the restoration project recently undertaken in La Zarzuela Racecourse, designed by E. Torroja, Despite the good mechanical work of steel, it has started a deterioration process which has caused the reinforcement corrosion by carbonation. It has been detected corrosion attack in some places due the breaking of the upper waterproofing membrane of the shell and concrete carbonation. For the repair first an assessment of the degree of corrosion was made. The restoration project finally consisted in the injection of all the cracks in order to assure the joint work of the shell and the patching of the deteriorated zones. Profiting these works it was installed a monitoring system of corrosion sensors. We present the results of the application of electrochemical techniques, qualitative and quantitative measures used for assessing the residual service life of concrete structures and monitoring, where real Zarzuela Racecourse

Downloads

Download data is not yet available.

References

(1) Torroja, E.: “Estructura de la Tribuna del nuevo Hipódromo de Madrid”. Revista de Obras Públicas, junio 1941

(2) Torroja, E.: “Madrid Racehouse”. Architectural Record, VI, 1958

(3) “Hipódromo de la Zarzuela”. Informes de la Construcción, 154-6, 1962.

(4) Andrade, C.; Martínez, I.; Castellote, M.; Zuloaga, P.: “Some principles of service life calculation of reinforcements and in situ corrosion monitoring by sensors in the radioactive waste containers of El Cabril disposal (Spain)”. Journal of Nuclear Materials 358 (2006) 82–95. http://dx.doi.org/10.1016/j.jnucmat.2006.06.015

(5) Martínez, I.; Castillo, A.; Andrade, C.: “Non destructive electrochemical techniques applied to the corrosion evaluation of the liner structures in nuclear power plants”. Journal of Nuclear Materials. ELSEVIER. Volumen 373 (2008) 226-236.

(6) Feliú, S.; González, J. A.; Feliú, S. Jr.; Andrade, C.: “Confinement of the electrical signal or in-situ measurement of Polarization Resistance in Reinforced concrete”, ACI Mater. J., 87, pp. 457 (1990).

(7) Andrade, C.; Alonso, M. C.; Gonzalez, J. A.: “Corrosion Rates of Steel in Concrete”, ASTM STP, vol. 1065, American Society for Testing and Materials, Philadelphia, 1990, p. 29.

(8) ASTM C-876-91, ASTM, vol. 04.02, 1995.

(9) UNE 112-0111-94: “Corrosión de armaduras. Determinación de la profundidad de carbonatación en hormigones endurecidos y puestos en servicio”.

(10) Andrade, C.; Alonso, C.; Gulikers, J.; Polder, R.; Cigna, R.; Vennesland, O. and Salta, M.: “Test methods for on-site reinforcement corrosion rate measurement of steel reinforcement in concrete by means of the Polarization Resistance method”. RILEM Recommendation of TC-154 “Electrochemical Techniques for measuring metallic corrosion”. Materials and Structures, vol. 37, nov. 2004, pp. 623.643.

Downloads

Published

2011-12-30

How to Cite

Castillo, A., Andrade, C., Martínez, I., Rebolledo, N., Fernández-Troyano, L., Ayuso, G., Cuervo, G., Junquera, J., Santana, C., & Delgado, J. (2011). Assessment and monitoring of durability of shell structures in “Zarzuela Racecourse” Madrid. Informes De La Construcción, 63(524), 33–41. https://doi.org/10.3989/ic10.058

Issue

Section

Research Articles