LVLを用いた在来仕口と金物接合のせん断試験と力学的考察

大野 義昭; 中本 祐昌; 槇島 裕二; 荘所 直哉; 藤谷 義信

doi:10.3130/aijt.7.81

AIJ Journal of Technology and Design

Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463

STUDY OF CONVENTIONAL JOINTS AND METAL CONNECTORS USING LVL IN TIMBER STRUCTURES

Yoshiaki OONO, Yusho NAKAMOTO, Yuji MAKISHIMA, Naoya SHOJO, Yoshinobu FUJITANI

Author information

Keywords: LVL, Shear test, Joints, Joint element, Compressive strain inclined to the grain

JOURNAL FREE ACCESS

2001 Volume 7 Issue 13 Pages 81-86

DOI https://doi.org/10.3130/aijt.7.81

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Abstract

The purpose of this study are to know and to compare the shear strength of conventional dado and dove-tail joints with metal connectors system using LVL for timber structures by the experimental test. In this paper, we discuss the mechanical behavior regarding these 2 types of joints by the compressive strain inclined to the grain. Based on these experimental results, we propose a mechanical model for the calculation of the stiffness and strength in these connections.