从大直径杉木原木中获得的木结构结构用尺寸木材的等级和机械性能

H. Ido, Hideo Kato, H. Nagao, Masaki Harada, Y. Ikami, Yukari Matsumura, Y. Matsuda, S. Saito
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引用次数: 2

摘要

在这项研究中,我们评估了尺寸木材的等级和力学性能,尺寸分类为206(厚度为38毫米,宽度为140毫米)和306(厚度为64毫米,宽度为140毫米),用于木结构建筑,从31大直径杉木(Cryptomeria japonica)原木中获得。该木材在日本农业标准(JAS)中被评为A级,是视觉分级尺寸木材,主要用于要求高弯曲性能的成员。许多类型的木材在两种尺寸分类方面都被列为选择结构等级。然而,306的选择结构等级的比例高于206。不同粒径木材的力学性能无显著差异。在这项研究中,通过进行弯曲试验,我们研究了加载配置对机械性能的影响,国际标准化正在计划中。采用了三种加载配置(JAS,国际标准和不同标准),我们发现可以使用JAS中提到的调整比率来调整静态弯曲杨氏模量的值,而不考虑所使用的加载配置类型。我们的弯曲试验结果显示,不同的加载配置在弯曲强度上有很小的差异。在206和306尺寸分类中,第5个百分位数的抗弯强度下限略低于国土交通部规定的设计强度。最后,为了便于大直径原木木材的高效采集,我们通过估算和测量方法对A级、2级和较好的原木木材采伐量进行了比较,结果吻合较好。因此,我们可以得出结论,估计方法是有益的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Grades and Mechanical Properties of Dimension Lumber for Wood Frame Construction Obtained from Large-diameter Sugi ( Cryptomeria japonica ) Logs
In this study, we assessed the grades and mechanical properties of dimension lumber with size classifications of 206, measuring 38-mm thickness and 140-mm width, and 306, measuring 64-mm thickness and 140-mm width, for wood-frame construction, as obtained from 31 large-diameter sugi (Cryptomeria japonica) logs. The lumber, graded as class A in the Japanese Agricultural Standard (JAS), is visually graded dimension lumber primarily used for members requiring high bending performance. Numerous types of lumber have been ranked as select structural grade in terms of both size classifications. However, the ratio of select structural grade is higher in 306 than in 206. The mechanical properties of the lumber in each size classification showed no significant differences. In this study, by conducting bending tests, we investigated the effect of loading configuration, for which an international standardization is planned, with respect to the mechanical properties. Three loading configurations (JAS, an international standard, and a different standard) were employed, and we found that the value of the Young’s modulus in static bending could be adjusted using the adjustment ratios mentioned in the JAS, irrespective of the type of loading configuration used. Our bending test results for different loading configurations showed small differences in bending strength. The 5th percentile lower limits of bending strength in both the 206 and 306 size classifications fell slightly below the specified design strength by the Ministry of Land, Infrastructure, Transport and Tourism. Finally, to facilitate the efficient collection of lumber from large-diameter logs, we compared the amount of lumber of class A, No. 2 grade and better obtained from logs via the estimation and measurement methods and found that the results matched well. As such, we can conclude that the estimation method is beneficial.
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