在亚美尼亚Arudj大教堂进行无损检测调查

S. Tonna, M. Cucchi, C. Tedeschi
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引用次数: 0

摘要

亚美尼亚的Arudj大教堂是早期基督教圆顶大厅的一个例子,建于671-672年。米兰理工大学(Politecnico di Milano)在建筑师和考古学家二级硕士课程期间对该建筑进行了深入的结构分析,名为“亚美尼亚遗产保护和保护当地机构的修复培训和支持”。保护项目主要侧重于加深建筑在建筑和结构方面的知识水平,以便提供一种工作方法,旨在提出和教授静态和地震加固的替代解决方案。本文报道了在Arudj大教堂进行的无损检测调查和在米兰理工大学实验室获得的结果。无损检测调查是由作者进行的,下面简要介绍一下。砌体结构的声波调查应用于墙体的定性比较,基于在密度较低、空洞或空腔区域存在的声速值的变化。采用被动热成像技术对砌体结构中毛细管上升的分布进行了识别。为了提供裂缝模式演变的长期验证,在确定砌体结构上存在的裂缝之后,已经固定了一些位移传感器,以每小时报告其演变。最后进行了一系列的实验室试验,以确定组成石的主要力学特性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The NDT Investigations Carry out at the Arudj Cathedral, Armenia
Arudj Cathedral, Armenia, is an example of early-Christian domed-hall that dates 671-672. A deep structural analysis of the building was developed by Politecnico di Milano, during the II° Level Master for Architects and Archaeologists named “Restoration Training and Support to Local Institutions for the Preservation and Conservation of Armenian Heritage”. The preservation project mainly focuses on deepen the knowledge level of the building in relation to the architectonical and structural aspects in order to offer a working method with the aim to propose and teach alternative solutions for static and seismic consolidation. This paper reports the NDT investigations of the surveys carried out at the Cathedral of Arudj and the results obtained at the laboratory of the Politecnico di Milano. The NDT investigations were carried out by the Authors and here following are briefly described. Sonic investigations on masonry structures were applied for a qualitative comparison of the walls, based on the variation of the sonic velocity values in the presence of areas with lower density, voids or cavities. The passive thermographic technique was applied to identify the distribution of capillary ascent in masonry structures. In order to offer a long-term verification of the evolution of the crack pattern, after having identify the cracks present on the masonry structures some displacement transducers have been fixed to state their evolution hourly. Finally a series of laboratory tests were carried out to determine the main mechanical characteristics of the constituent stone.
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