| 超宽桥面单索面部分斜拉桥的设计总结 |
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| 引用本文： | 王欣,吴平,姜金斌. 超宽桥面单索面部分斜拉桥的设计总结[J]. 山西建筑, 2010, 36(27): 342-344 |
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| 作者姓名： | 王欣 吴平 姜金斌 |
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| 作者单位： | 1. 中国水电顾问集团华东勘测设计研究院,浙江杭州,310014
2. 杭州市京杭运河(杭州段)综合保护委员会,浙江杭州,310007 |
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| 摘 要： | 以余姚市中山路最良江桥76 m＋76 m两跨单索面部分斜拉桥为背景,介绍了该桥景观和结构设计的独特性,通过索梁活载比对该桥进行部分斜拉桥结构的界定,总结了该类桥型的设计体会和设计要点,对同类型桥梁的设计具有指导作用。
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| 关 键 词： | 超宽桥面 单索面 桥梁景观和结构设计 索梁活载比 |
Design summary on the cable-stayed bridge of the single cable plane of ultra-wide deck |
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| WANG Xin,WU Ping,JIANG Jin-bin. Design summary on the cable-stayed bridge of the single cable plane of ultra-wide deck[J]. Shanxi Architecture, 2010, 36(27): 342-344 |
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| Authors: | WANG Xin WU Ping JIANG Jin-bin |
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| Affiliation: | WANG Xin WU Ping JIANG Jin-bin |
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| Abstract: | Taking cable-stayed bridge of 76 m ＋76 m two cross-section single cable plane on Zuiliangjiang Bridge at Zhongshan road in Yuyao city as the background,it describes the bridge landscape and its unique structure of the bridge design.Through flexible cable and beam load ratio,it verifies the structure of some cable-stayed bridges,and sums up design experience and design features of this kind of bridge,which will have some guidance for similar bridge design. |
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| Keywords: | ultra-wide deck single cable plane bridge landscape and structural design flexible cable and beam load ratio |
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