The restoration of the parish church of San Dionisio (Jerez de la Frontera, Spain). Grout injection as a repair method for masonry structures
DOI:
https://doi.org/10.3989/ic.11.130Keywords:
Restoration, historical masonry, non-destructive techniques, grout injectionAbstract
San Dionisio Parish church is one of the main pieces of heritage in the city of Jerez de la Frontera (Cádiz, Spain). In the beginning of the 21st century, some columns of the church showed symptoms of damage by compressive stresses. Due to this fact, the temple was closed to the public. In 2005 a complete research began in order to find the causes of the damage. As a result, a restoration plan was proposed. The applied method for repairing the structure was grout injection with the sleeve port pipe. It has the advantage of the higher pressures that can be applied when compared with other previously documented injection techniques. In this way, a better homogenization and improvement of the masonry mechanical properties are achieved. This paper describes the research carried out to identify the causes of the damage, the repair of the structure and its effectiveness.
Downloads
References
(1) García Peña, C. (1990). Arquitectura gótica religiosa en la provincia de Cádiz: diócesis de Jerez (Tesis Doctoral). Universidad Complutense de Madrid. PMid:2127725
(2) Ríos Martínez, E., Aroca Vicenti, F. (1999) . Historia de Jerez de la Frontera (vol. 3): El arte en Jerez. Diputación de Cádiz, Servicio de Publicaciones.
(3) Álvarez Luna, A., Guerrero Vega, J., Romero Bejarano, M. (2003) . La intervención en el patrimonio. El caso de las iglesias Jerezanas (1850-2000). Colección Premios Manuel Esteve. Servicio de Publicaciones, Ayuntamiento de Jerez.
(4) ICOMOS. Principios para el análisis, conservación y restauración de las estructuras del Patrimonio Arquitectónico, 2001. http://www.icomos.org/
(5) Geofísica Aplicada S. L. - Vorsevi, S. A. (2005). Estudio Geofísico para los trabajos de restauración de las iglesias de Santiago y San Dionisio en Jerez de la Frontera (Cádiz). Madrid.
(6) Maierhofer, C., Leipold, S. (2001). Radar investigation of masonry structures. NDT&E International, 34(2): 139-147. doi:10.1016/S0963-8695(00)00038-4 . http://dx.doi.org/10.1016/S0963-8695(00)00038-4
(7) Christaras, B. (1996). Non destructive methods for investigation of some mechanical properties of natural stones in the protection of monuments. Bulletin of the International Association of Engineering Geology and the Envirinment, 54(1): 59-63. doi: 10.1007/BF02600697. http://dx.doi.org/10.1007/BF02600697
(8) Geofísica Consultores S. L. - Vorsevi, S. A. (2010) Estudio Geofísico, mediante registros acelerométricos, para el proyecto de corrección de patologías de la Iglesia de San Dionisio en Jerez de la Frontera (Cádiz). Madrid.
(9) Rodríguez Mayorga, E. (2011). Rehabilitación del Templo Parroquial de Santiago Apóstol en Jerez de la Frontera: anamnesis, diagnosis, terapia y control (Tesis Doctoral) Universidad de Sevilla.
(10) Vicedo, Manzanares, F. (2004) Reconocimiento de la patología de una edificación. Iglesia de San Dionisio. Plaza de la Asunción. Jerez de la Frontera (Cádiz). Sevilla.
(11) Croci, G. (2000). General Methodology for the structural restoration of historic buildings: the cases of the Tower of Pisa and the Basilica of Assisi. Journal of Cultural Heritage, 1(1): 7-18. doi: 10.1016/S1296-2074(99)00119-3. http://dx.doi.org/10.1016/S1296-2074(99)00119-3
(12) Jiménez Martín, A. (2009). El proyecto de sustitución de los pilares 4C y 5C de la Catedral de Sevilla. Revista Patrimonio Cultural de España, 2: 302-323.
(13) Mora Alonso-Muñoyerro, S. (2008). Consolidaciones históricas. Las fábricas tradicionales y su consolidación mediante sistemas y técnicas constructivas "modernas". Atti del 2º Convegno Nazionales Storia dell' Ingegneria, pp. 661-669.
(14) Miltiadou Fezans, Kalagri, A. Kakkinou, S. Ziagou, A. Delinikilas, N, Zarogianni, E. Chorafa, E. (2008). Methodology for in situ application of hydraulic grouts on historic masonry structures. The caso of the Katholikon of Dafni Monastery. Structural Analysis of Historic Construction. pp.1025-1033, D' Ayala & Fodde (eds), Taylor & Francis Group.
(15) Cambefort, H. (1975). Geotecnia del Ingeniero: reconocimiento de suelos. Editores Técnicos Asociados, Barcelona.
(16) Kutzner, C. (1996). Grouting of rock and soil. Balkema Publisher, Netherlands.
(17) Santos, A., Cuéllar Mirasol, V. (1997). Inyecciones de impregnación y de fracturación. Curso sobre Técnicas Generales de Refuerzo del Terreno y sus Aplicaciones, CEDEX, Madrid.
(18) Cuéllar Mirasol, V. (2004). Inyecciones por fracturación e inyecciones de impregnación. Jornadas Técnicas SEMSIG-AETESS, CEDEX, Madrid.
(19) Da Casa, F., Echeverría, E., Celis, F. (2007). La intervención bajo rasante, la importancia de su conocimiento. La técnica de la inyección armada. Informes de la Construcción, 59(505): 21-35. doi:10.3989/ic.2007.v59.i505.498. http://dx.doi.org/10.3989/ic.2007.v59.i505.498
(20) Van Rickstal, F. (2000) Grout injection of masonry, scientific approach and modeling (PhD Tesis). Department of Civil Engineering, Katholieke Universiteit Leuven.
(21) Toma_evi_, M., Apih, V. (1993). The strengthening of stone-masonry walls by injecting the masonry-friendly grouts. Journal of the European Association for Earthquake Engineering, 6(1): 10-20.
(22) Santos, A., Cuéllar Mirasol, V. (2000. Mechanical improvement of an argillaceous marl through cement-based reinforced grouting. Fourth international Conference of Ground Improvement Geosystems. Finnish Geotechnical Society, pp. 287-293.
(23) Vintzileou, E., Miltiadou-Fezans, A. (2008). Mechanical properties of three-leaf stone masonry grouted with ternary or hydraulic lime-based grouts. Engineering Structures, 30(8): 2265-2276. doi:10.1016/j.engstruct.2007.11.003. http://dx.doi.org/10.1016/j.engstruct.2007.11.003
(24) Vintzileou, E., Tassios, P. (1995). Three-leaf masonry strengthened by injecting cement grouts. Journal of Structural Engineering, 121(5): 848-856. doi: 10.1061/(ASCE)0733-9445(1995)121:5(848). http://dx.doi.org/10.1061/(ASCE)0733-9445(1995)121:5(848)
(25) Lizzi, F. (1989). Il consolidamento del terreno e dei fabricati: cause dei disseti, criteri d'intervento, casistica. Flaccovio.
(26) Modena, C., Pineschi, F., Valluzzi, M. R. (2000). Valutazione della vulnerabilità sismica di alcune classi di strutture esistenti. Sviluppo e valutazione di metodi di rinforzo. Gruppo Nazionale per la Difesa dai terremoti (C. N. R.), Roma. PMCid:1221067
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2013 Consejo Superior de Investigaciones Científicas (CSIC)
This work is licensed under a Creative Commons Attribution 4.0 International License.
© CSIC. Manuscripts published in both the print and online versions of this journal are the property of the Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. You may read the basic information and the legal text of the licence. The indication of the CC BY 4.0 licence must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the final version of the work produced by the publisher, is not allowed.
