Innovative Concepts in the Restoration of St Martin Church at Meise (B)

D. Van Gemert, G. Heirman, D. Geeroms
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Abstract

Abstract The restoration of St Martin church started end of the 1990’s by lacing-up the building with stabilizing steel frames. The layout of the lacing-up frames was inspired by the assumption that the observed cracks and deformations in the building were caused by differential settlements of the foundations. Further investigations during the final restoration works in 2011–2012 revealed that cracks were caused by inappropriate foundation interventions as part of an earlier restoration project in 1949–1950 as well as by non-balanced forces from the vaults. Based on the new findings the global restoration concept was adapted and strongly simplified.
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梅泽圣马丁教堂修复工程中的创新概念(B)
圣马丁教堂的修复始于20世纪90年代末,通过稳定的钢框架将建筑绑扎起来。系带框架的布局灵感来自于这样的假设:观察到的建筑物裂缝和变形是由基础的不同沉降引起的。在2011年至2012年的最后修复工程中,进一步的调查显示,裂缝是由1949年至1950年早期修复项目中不适当的基础干预以及拱顶的不平衡力造成的。在此基础上,对全球恢复概念进行了调整和简化。
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