徽州传统建筑木构件力学参数实验研究  

Experimental study of mechanical parameters of the traditional architecture of Huizhou wood components

作　　者：孙强[1] 张亚[1] 

机构地区：[1]安徽建筑大学土木工程学院,安徽合肥230601

出　　处：《安徽建筑工业学院学报（自然科学版）》2013年第5期79-82,共4页Journal of Anhui Institute of Architecture(Natural Science)

基　　金：国家科技支撑计划项目(2012BAJ08B02);安徽省高校省级自然科学基金重点项目(KJ2010A057)

摘　　要：徽州传统建筑多以木构件作为承重体系,木构件力学参数实验可以真实的反映木构件的力学性能,本文运用理论分析与实验相结合的研究方法,进行了传统建筑木构件顺纹抗压强度等力学参数的试验,给出了具体实验程序并进行了相关分析,研究成果可为徽州传统建筑的加固修复提供设计依据。Most of Huizhou traditional architecture regard timber component as load--bearing system, the mechanical parameters of timber components can reflect the real component of the mechanical properties of timber. This text uses the combination of experimental research methods and theoretical analysis, the longitudinal compressive strength of traditional architectural timber component and other mechanical parameters experiment are carried out, given the specific experimental procedures and the correlations analysis, the research results can be provide a design basis for the reinforcement and res- toration of Huizhou traditional architecture.

关 键 词：徽州传统建筑 力学参数 实验 加固 修复 

分 类 号：TU366[建筑科学—结构工程]