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南京站斜拉索锚固节点模型试验
引用本文:赵鹏飞,郝成新,马明,钱基宏,潘国华,李敬学,郭占一. 南京站斜拉索锚固节点模型试验[J]. 建筑科学, 2004, 20(1): 20-25
作者姓名:赵鹏飞  郝成新  马明  钱基宏  潘国华  李敬学  郭占一
作者单位:中国建筑科学研究院建筑结构研究所,北京,100013;铁道第四勘察设计院,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。

关 键 词:斜拉索  锚固节点  模型试验  南京站
文章编号:1002-8528(2004)01-0020-06

Experimental Study on Model Test of Anchoring Joint of Stay Cable for Nanjing Railway Station
ZHAO Peng-fei,HAO Cheng-xin,MA Ming,QIAN Ji-hong. Experimental Study on Model Test of Anchoring Joint of Stay Cable for Nanjing Railway Station[J]. Building Science, 2004, 20(1): 20-25
Authors:ZHAO Peng-fei  HAO Cheng-xin  MA Ming  QIAN Ji-hong
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.
Keywords:stay cable  anchoring joint  model test  Nanjing railway station
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