| 波形钢腹板连续梁桥型方案技术研究 |
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| 引用本文： | 魏建华,张 璟.波形钢腹板连续梁桥型方案技术研究[J].交通标准化,2013(10):69-71. |
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| 作者姓名： | 魏建华 张 璟 |
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| 作者单位： | 江西省交通设计院,江西南昌,330002 |
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| 摘 要： | 以某特大桥主桥为例,对三种桥型方案:波形钢腹板连续梁、独塔空间双索面斜拉桥及三塔连续双索面自锚式悬索桥各自特点分别进行分析,得出本桥采用波形钢腹板连续梁桥型方案最优,为今后类似桥梁设计提供参考.
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| 关 键 词： | 波形钢腹板连续梁桥 双索面斜拉桥 自锚式悬索桥 |
Technology Research about Bridge Type Scheme of Corrugated-Steel-Webs Continuous Beam |
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| WEI Jian-hua and ZHANG Jing.Technology Research about Bridge Type Scheme of Corrugated-Steel-Webs Continuous Beam[J].Communications Standardization,2013(10):69-71. |
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| Authors: | WEI Jian-hua and ZHANG Jing |
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| Institution: | Jiangxi Province Communications Design Institute;Jiangxi Province Communications Design Institute |
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| Abstract: | Taking a bridge as an example, three kinds of bridge type schemes such as the corrugated steel webs of continuous beam, the column space and double cable plane cable-stayed bridge and three-tower continuous double cable plane self-anchored suspension bridge are analyzed. The paper makes a conclusion that corrugated steel webs of continuous beam bridge type scheme is optimization, which can provide reference for similar bridge design. |
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| Keywords: | corrugated-steel-web continuous beam bridge double cable plane cable-stayed bridge self anchored suspension bridge |
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