Withdrawal Strength of Wooden Rectangular Mortise-tenon Joint without Bond
- Issue 4, Pages: 21-23(2007)
DOI: 10.19455/j.mcgy.2007.04.007
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1. College of Forestry,South China Agricultural University
2. 华南农业大学林学院,广州,510642
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[1]胡传双,李重根,李鹏,李凯夫,廖红霞,云虹.非胶合条件下松木直角榫卯接合的抗拉力[J].木材工业,2007(04):21-23.
HU Chuan-shuang, LI Chong-gen, LI Peng, et al. Withdrawal Strength of Wooden Rectangular Mortise-tenon Joint without Bond. [J]. China Wood Industry (4):21-23(2007)
通过拉伸试验研究了非胶合状态下,木材直角榫卯构件配合间隙、榫头长度和榫卯纹理方向等参数,对榫卯连接节点抗拉力的影响。结果表明:木材直角榫卯构件在拉伸过程中的抗拉力-行程曲线可分为2段,即快速线性上升和近似直线缓慢下降段;在一定范围内,构件抗拉力随着过盈配合公差的增加、榫头长度的延长而提高;同等条件下,榫卯纹理方向一致时的抗拉力要高于榫卯纹理方向直交时。
Rectangular mortise and tenon joints are widely used in the furniture industry and wood timber engineering.In this study,the effects of tolerance,embedded length,and grain direction on the pull-out resistance of the rectangular mortise and tenon joint were investigated.The main findings were summarized as follows:1) The pull-out load vs.pull-out displacement curve of the rectangular mortise and tenon joint consisted of a linearly ascending part and a descending part.2) The pull-out load was improved by tightening the assembling tolerance within the range without the mortise and tenon joint causing damage during assembly.3) The pull-out load increased with the increase of the embedded length.However,the maximum pull-out load was found to be at 35 mm embedment length.4) The pull-out load along the grain direction was greater than that across the grain direction under the same conditions.
榫卯接合木节点抗拉力
mortise-tenon jointwood connectionpull-out load
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