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Experimental Study on the Creep Behaviour of Structural Component of Traditional Wooden Buildings

机译:传统木结构建筑构件蠕变行为的试验研究

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The purpose of this study is to identify the bending creep behaviour of sawn lumber beam of Japanese Cypress and the compressive creep behaviour of full-size masugumi, which is one of the most important components in old wooden Japanese buildings in terms of both structure and decoration. As the former, practical size sawing (120x240x6000mm) was applied, and bending creep test was carried out for 4 years. As a result, approximate formula for bending creep behaviour was obtained. According to this formula, total deflection after 100 years later is estimated to be about two and a half times as big as initial deflection. As the latter, by using full-size masugumi component, which was modeled on that in national treasure building "Toshodaiji Kondo", compressive creep test was carried out for 4 years. As a result, approximate formula for compressive creep behaviour was obtained. According to this formula, total compressive deformation after 100 years is estimated to be about five times as big as initial deformation.
机译:这项研究的目的是确定日本柏树的锯材梁的弯曲蠕变行为和全尺寸的masugumi的压缩蠕变行为,这是日本旧木结构在结构和装饰上最重要的组成部分之一。与前者一样,使用了实际尺寸的锯(120x240x6000mm),并进行了4年的弯曲蠕变试验。结果,获得了弯曲蠕变行为的近似公式。根据此公式,估计100年后的总挠度约为初始挠度的两倍半。作为后者,通过使用仿照国宝大厦“ Toshodaiji Kondo”中的模型的全尺寸增寿零件,进行了4年的压缩蠕变试验。结果,获得了压缩蠕变行为的近似公式。根据该公式,估计100年后的总压缩变形约为初始变形的五倍。

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