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首页> 外文会议>7th World Conference on Timber Engineering, WCTE 2002 Vol.3, Aug 12-15, 2002, Shah Alam, Malaysia >DEVELOPMENT OF CONNECTING SYSTEM BETWEEN REINFORCED CONCRETE AND TIMBER
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DEVELOPMENT OF CONNECTING SYSTEM BETWEEN REINFORCED CONCRETE AND TIMBER

机译：钢筋与木材连接系统的开发

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The long span and large scale timber structures as well as wooden houses are requested to promote the wood demand. In the situation, the national research and development on the hybrid timber structural system started two years ago by Building Research Institute and Ministry of Land, Infrastructure and Transport of Japan. This study is included in the national project mentioned above. In this study, connecting system between reinforced concrete and timber is researched. In this study, the shear strength of glued-in rod connection using deformed steel bar or metal connector was investigated by full scale loading tests. 36 specimens including 12 series were tested. The parameters in this test are two kinds of connecting rod (metal connector and deformed steel bar) and two kinds of the length of connecting rod. From test results, the shear strength of the connection rises up in proportion to the length and number of embedded glued-in rods. The ultimate shear strength and deformation capacity of the connection by deformed bar are higher than that of the connection using other metal connector.
机译：要求使用大跨度的大型木材结构以及木屋来促进木材需求。在这种情况下，两年前日本建筑研究所和日本国土交通省开始了对混合木材结构系统的国家研究和开发。该研究包括在上述国家项目中。在这项研究中，研究了钢筋混凝土和木材之间的连接系统。在这项研究中，通过满负荷试验研究了使用变形的钢筋或金属连接器的胶合杆连接的剪切强度。测试了36个标本，包括12个系列。该测试中的参数为两种连杆（金属连接器和变形钢筋）和两种长度的连杆。从测试结果来看，连接的剪切强度与嵌入的胶棒的长度和数量成正比。变形棒连接的极限抗剪强度和变形能力高于其他金属连接器的极限抗剪强度和变形能力。

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