| 江山北关大桥主缆索股架设研究 |
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| 引用本文： | 严伟飞,张海伟,叶建龙.江山北关大桥主缆索股架设研究[J].浙江交通职业技术学院学报,2010,11(1). |
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| 作者姓名： | 严伟飞 张海伟 叶建龙 |
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| 作者单位： | 1. 浙江省交通规划设计研究院,杭州,310006
2. 浙江交通职业技术学院,杭州,311112 |
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| 摘 要： | 本文以浙江江山北关大桥为工程背景,应用解析法推导出自锚式悬索桥空缆线形方程,并研究了该桥基准索股架设期间各种误差对主缆线形的影响,以便使主缆空缆线形精确快速达到目标要求。
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| 关 键 词： | 自锚式悬索桥 空缆线形 基准索股 架设 |
Erecting Strand for Beiguan Bridge in Jiangshan |
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| YAN Wei-fei,ZHANG Hai-wei,YE Jian-long.Erecting Strand for Beiguan Bridge in Jiangshan[J].Journal of Zhejiang Vocational and Technical Institute of Transportation,2010,11(1). |
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| Authors: | YAN Wei-fei ZHANG Hai-wei YE Jian-long |
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| Institution: | YAN Wei-fei1,ZHANG Hai-wei2,YE Jian-long1(1.Zhejiang Provincial Plan Design & Research institute of Communications,Hangzhou 310006,China,2.Zhejiang Institute of communications,Hangzhou 311112,China) |
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| Abstract: | The mathematic analysis method of free cable of self-anchored suspension bridge is deduced in this paper,based on the Beiguan Bridge in Jiangshan.The error that affect the cable shape are studied during erecting datum strand. |
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| Keywords: | self-anchored suspension bridge free Cable datum strand erection |
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