太原永祚寺无梁殿的建筑形制及结构静力性能研究  

Research on the architectural form and structural performance of the brick-vault hall of Yongzuo Temple

作　　者：淳庆[1] 杨红波 孟哲[1] 韩宜丹 CHUN Qing;YANG Hongbo;MENG Zhe;HAN Yidan(School of Architecture,Southeast University,Nanjing 210096,China;Architects and Engineers Co.,Ltd.of Southeast University,Nanjing 210096,China)

机构地区：[1]东南大学建筑学院,江苏南京210096 [2]东南大学建筑设计研究院有限公司,江苏南京210096

出　　处：《文物保护与考古科学》2019年第6期85-91,共7页Sciences of Conservation and Archaeology

基　　金：国家自然科学基金重点项目资助(51138002)

摘　　要：本工作以太原永祚寺无梁殿为例,研究中国特有的建筑遗产类型--明代砖砌无梁殿的建筑形制和结构性能。首先采用三维激光扫描仪进行精确测绘,获得其准确的几何尺寸信息。然后结合历史文献资料,对该类型建筑遗产的建筑形制进行分析。另外,通过采用无损检测方法获得砖砌体的材料强度,结合精确测绘获得的几何尺寸信息,采用ANSYS有限元软件建模并对其受力性能进行了模拟分析,获得了该建筑在静力荷载作用下的结构性能。研究结论为该类型建筑遗产的加固修缮提供参考。In order to study the architectural form and structural performance of the special type of Chinese architectural heritage-brick-vault halls built in the Ming Dynasty, the brick-vault hall of Yongzuo Temple was taken as an example. First, the accurate geometric dimensions of this building were obtained by a survey using a three dimensional scanner. Then, the architectural form of this building was studied based on the analysis of some relevant historical literature. In addition, the material strength of the hall was achieved using a nondestructive testing method. A finite element model of this building was created to analyze its structural performance based on knowledge of the accurate geometric dimensions and the accurate material strengths. These results could contribute to the conservation strategies for other buildings of this type.

关 键 词：永祚寺 无梁殿 建筑形制 结构性能 有限元分析 

分 类 号：TU362[建筑科学—结构工程]