残损古建筑木结构燕尾榫节点抗震性能试验研究

谢启芳;杜 彬;李 双;向 伟;郑培君;

振动与冲击 ›› 2015, Vol. 34 ›› Issue (4) : 165-170.

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振动与冲击 ›› 2015, Vol. 34 ›› Issue (4) : 165-170.
论文

残损古建筑木结构燕尾榫节点抗震性能试验研究

  • 谢启芳1,2,杜 彬1,李 双1,向 伟1,郑培君1,吴 波2
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Experimental study on seismic behaviors of damaged dovetail mortise-tenon jointsof ancient Chinese timber buildings

  • Xie Qifang1,2 Du Bin1 Li Shuang1 Xiang Wei1 Zheng Peijun1 Wu Bo2
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摘要

残损是现存古建筑木结构的普遍状况,显著地降低了结构的抗震性能。为研究残损对燕尾榫节点抗震性能的影响,参照宋《营造法式》殿堂三等材的尺寸要求,制作了3个比例为1:3.2的燕尾榫节点模型,包括1个完好节点、1个模拟榫头真菌腐朽的残损节点和1个模拟榫头虫蛀的残损节点。榫头真菌腐朽和榫头虫蛀分别采用在榫头表面钻一定深度的孔和在榫头钻通孔的方法来模拟。通过低周反复加载试验对残损节点的破坏特征、弯矩-转角滞回曲线、骨架曲线和耗能性能进行了研究,分析了残损燕尾榫节点抗震性能的退化规律。结果表明:残损燕尾榫节点的破坏形态与完好节点的破坏形态类似,主要表现为榫头和卯口有明显的挤压变形、榫头沿枋纵向部分拔出,梁柱整体完好,但残损节点的榫头拔出更早、拔出量更大,模拟虫蛀节点有榫角被挤碎;残损燕尾榫节点的滞回曲线也有明显的“捏缩”效应,但滞回环饱满度较差;残损节点的抗弯承载力、刚度均明显低于完好节点,但耗能能力基本不变化;当两种不同残损类型的残损程度相近时,人工模拟真菌腐朽节点的承载力更高、刚度更大。

Abstract

The damage is a common condition for existing ancient wood structure which bring down the seismic performance dramatically. In order to investigate the influence of damage on the seismic performance of dovetail mortise-tenon joints, 3 mortise-tenon joints with a 1:3.2 scale were made as the Fabrications Methods of Song Dynasty, including 1 intact joint,1 artificially degraded joint by fungi and 1 artificially degraded joint by termites. Several holes with certain depth were drilled uniformly on the entire surface of the tenon to simulate fungi damage,while several holes were drilled through-cross-sectional on the entire tenon to simulate the damage by termites. The seismic behaviors, such as failure characteristics, hysteretic curve, skeleton curve, degeneration of stiffness and energy dissipation, were compared and analyzed according to the low-cyclic reversed loading tests. The results show that the failure patterns of damaged joints are similar to the intact joint, which are mainly squeeze deformation of mortise and tenon, and partial evulsion of the tenon, the beams and columns are intact. Moreover, for the damaged joints, the evulsion of the tenon is earlier and bigger, and some tenons of man-made termites damage joint are crushed partly in the corner. The hysteretic curves of damaged joints also have obvious “gathering effect”, but the curves are not very full. The rotation bearing capacity, stiffness and energy dissipation of damaged joints are significantly less than the intact one,while the damaged joints degenerate much larger. When the damage degree is similar, the final rotation bearing capacity and stiffness of man-made fungi damage joint is bigger than the man-made termites damage joints, but their energy dissipation capacity is about the some.

关键词

古建筑木结构 / 燕尾榫节点 / 残损 / 人工模拟 / 低周反复荷载试验 / 抗震性能

Key words

ancient timber structure / dovetail mortise-tenon joint / damage / artificial simulation / low-cyclic reversed loading experiment / seismic behavior

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谢启芳;杜 彬;李 双;向 伟;郑培君;. 残损古建筑木结构燕尾榫节点抗震性能试验研究[J]. 振动与冲击, 2015, 34(4): 165-170
Xie Qifang; Du Bin Li Shuang Xiang Wei Zheng Peijun . Experimental study on seismic behaviors of damaged dovetail mortise-tenon jointsof ancient Chinese timber buildings[J]. Journal of Vibration and Shock, 2015, 34(4): 165-170

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