Study and Renovation of Historical Masonry Arch Bridge
DOI:
https://doi.org/10.3846/bjrbe.2013.05Keywords:
masonry arch, bridge, brick, mortar, material investigation, reconstructionAbstract
The aim of this research was the investigation of the properties of clay brick masonry arch bridge materials with a purpose of finding the best methods for reconstruction and renovation of the structure. The restoration, reconstruction and upgrading of historical heritage bridges require a careful investigation of materials and causes of damages. In many cases, the use of incorrect composition of joint mortar and clayed brick may lead to unfavourable result. It is important to ensure the natural water migration in historic masonry as it should not be interrupted after restoration or reconstruction measures performed. As an example the results of investigations and upgrading of historical clayed brick masonry bridge over the Venta River in Kuldiga town in Latvia had been analyzed. During the long lifetime and pro-active maintenance polity, the bridge had a lot of damages that could affect its further service life. For geometrical data collection laser scanning method was used that ensures sufficiently accurate data for reconstruction design, as well as the information for architectural investigation. Three-dimensional scanning of the heritage structure using 3D laser scanners allows the further transformation of information into the surface mesh model. This paper presents results of the investigation, and design of restoration and reconstruction works.
References
Aggelakopoulou, E.; Bakolas, A.; Moropoulou, A. 2011. Properties of Lime–Metakolin Mortars for the Restoration of Historic Masonries, Applied Clay Science 53(1): 15–19. http://dx.doi.org/10.1016/j.clay.2011.04.005
Armesto, J.; Roca-Pardiñas, J.; Lorenzo, H.; Arias, P. 2010. Modelling Masonry Arches Shape Using Terrestrial Laser Scanning Data and Nonparametric Methods, Engineering Structures 32(2): 607–615. http://dx.doi.org/10.1016/j.engstruct.2009.11.007
Brencich, A.; Sabia, D. 2008. Experimental Identification of a Multi-Span Masonry Bridge: the Tanaro Bridge, Construction and Building Materials 22(10): 2087–2099. http://dx.doi.org/10.1016/j.conbuildmat.2007.07.031
Brencich, A.; de Francesco, U. 2004. Assessment of Multispan Masonry Arch Bridges. II: Examples and Applications, Journal of Bridge Engineering 9(6): 591–598. http://dx.doi.org/10.1061/(ASCE)1084-0702(2004)9:6(591)
Domède, N.; Pons, G.; Sellier, A.; Fritih, Y. 2009. Mechanical Behaviour of Ancient Masonry, Materials and Structures 42(1): 123–133. http://dx.doi.org/10.1617/s11527-008-9372-z
Gattesco, N.; Franceschinis, R.; Kristek, V.; Kristek, V.; Rimal, J. 2012. Strengthening Effectiveness of Ancient Masonry Bridges, Italy & Czech Republic, in Bridge Maintenance, Safety, Management, Resilience and Sustainability – Biondini & Frangopol (Eds.): 1055–1062. Taylor & Francis Group, ISBN 978-0-415-62124-3
Jurina, L. 2012. Strengthening of Arch Masonry Bridge with “RAM” – Reinforced Arch Method, Italy, in Bridge Maintenance, Safety, Management, Resilience and Sustainability – Biondini & Frangopol (Eds.): 1063–1070. Taylor & Francis Group. ISBN 978-0-415-62124-3
Krizek, V.; Kristek, V.; Rimal, J. 2012. Remedial Works and Repairs of Prague’s Historical Charles Bridge, Italy, in Bridge Maintenance, Safety, Management, Resilience and Sustainability – Biondini & Frangopol (Eds.): 1071–1077. Taylor & Francis Group, ISBN 978-0-415-62124-3
Lubowiecka, I.; Arias, P.; Riveiro, B.; Solla, M. 2011. Multidisciplinary Approach to the Assessment of Historic Structures Based on the Case of a Masonry Bridge in Galicia (Spain), Computers and Structures 89(17–18): 1615–1627. http http://dx.doi.org/10.1016/j.compstruc.2011.04.016
Maldonado, N. G.; Martín, P. E.; Maldonado, I. A. 2012. Analysis of Structural Rehabilitation of Historical Masonry with Reinforced Concrete, in Proc. of the 3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting ICCRRR 2012: 1173–1178. ISBN: 978-041589952-9
Mammino, A.; Tonon, F.; Tonon, L. 2006. Renovation of the 17th Century Ponte Lungo Bridge in Chioggia, Italy, Journal of Bridge Engineering 11(1): 13–20. http://dx.doi.org/10.1061/(ASCE)1084-0702(2006)11:1(13)
Perret, S.; Khayat, K. H.; Gagnon, E.; Rhazi, J. 2002. Repair of 130-Year Old Masonry Bridge Using High Performance Cement Grout, Journal of Bridge Engineering 7(1): 31–38. http://dx.doi.org/10.1061/(ASCE)1084-0702(2002)7:1(31)
Rafiee, A.; Vinches, M. 2013. Mechanical Behaviour of a Stone Masonry Bridge Assessed Using an Implicit Discrete Element Method, Engineering Structures 48: 739–749. http://dx.doi.org/10.1016/j.engstruct.2012.11.035
Ritter, W. 1877. Die Windaubrücke bei Goldingen”, Rigasche Industrie Zeitung 3(5): 49–53
Teutonico, J. M. A. 1988. Laboratory Manual for Architectural Conservators. ISBN 929077083X. 168 p.
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