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南京站斜拉索锚固节点模型试验

Experimental Study on Model Test of Anchoring Joint of Stay Cable for Nanjing Railway Station

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【作者】 赵鹏飞郝成新马明钱基宏潘国华李敬学郭占一

【Author】 ZHAO Peng-fei, HAO Cheng-xin, MA Ming, QIAN Ji-hong(Institute of Building structures, China Academy of Building Research, Beijing 100013,China)PAN Guo-hua, LI Jing-xue,GUO Zhan-yi,(The Fourth Survey and Design Institute of China Railway, Wuhan 430063, China)

【机构】 中国建筑科学研究院建筑结构研究所铁道第四勘察设计院铁道第四勘察设计院 北京100013北京100013武汉430063武汉430063

【摘要】 较详细地介绍了南京站主站房斜拉索锚固节点的试验过程 ,包括有限元计算、试验装置设计、试验结果分析等。本次试验工作分为两部分 ,即设计索力试验和 2倍的设计索力试验。通过对试验过程和试验结果的分析 ,研究了这种斜拉索锚固节点的受力特性和可行性 ,为类似节点的设计与试验提供参考和依据。

【Abstract】 This paper introduces the experimental study on the model test of anchoring joint of stay cable used in Nanjing railway station, including the finite element analysis, the design of the test installation, the test results analysis, etc. This experiment consisted of two phases: design strength test and two times design strength test. By analysis of the experimental process and results, the working characteristics and feasibility of the anchoring joint of stay cable are studied. The paper can provide useful reference and basis for the design and test of similar joints.

  • 【分类号】TU391
  • 【被引频次】3
  • 【下载频次】145
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