Métodos de trabajo y resultados de refuerzos en madera de un forjado del siglo XVII de la Sacristía de San Miguel en Morón de la Frontera (Sevilla)
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Date
2017Subject/s
Unesco Subject/s
3305.05 Tecnología del Hormigón
3305.39 Construcciones de Madera
Abstract
During the 20th century numerous solutions for reinforcing wood sub-floors with concrete slabs and frameworks were introduced with the aim of remedying malfunctions due to rheological reasons or the deterioration of some of the components. In certain cases, however, these solutions created an excessive load, and as time went by they aggravated the original pathologies, to the extent where props were required. This is precisely the case of one of the sub-floors in the sacristy that was abutted to the parish church of San Miguel in Moron during the 17th century. The sub-floors on both levels are made of timber beams and hollow plaster bricks. As part of the restoration works carried out in 2013, a concrete slab added for reinforcement in 1970 was removed and replaced with a new reinforcement made out of plywood, pre-tensioning the joints between the new and old pieces. This has significantly reduced the cambers, preserved all the principal elements and led to a more efficient performance. This paper describes the conditions prior to the intervention, the process followed and the results obtained during these restoration works. It also assesses the calculations and projections made.
During the 20th century numerous solutions for reinforcing wood sub-floors with concrete slabs and frameworks were introduced with the aim of remedying malfunctions due to rheological reasons or the deterioration of some of the components. In certain cases, however, these solutions created an excessive load, and as time went by they aggravated the original pathologies, to the extent where props were required. This is precisely the case of one of the sub-floors in the sacristy that was abutted to the parish church of San Miguel in Moron during the 17th century. The sub-floors on both levels are made of timber beams and hollow plaster bricks. As part of the restoration works carried out in 2013, a concrete slab added for reinforcement in 1970 was removed and replaced with a new reinforcement made out of plywood, pre-tensioning the joints between the new and old pieces. This has significantly reduced the cambers, preserved all the principal elements and led to a more efficient performance. This paper describes the conditions prior to the intervention, the process followed and the results obtained during these restoration works. It also assesses the calculations and projections made.





