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超常规异型连续钢箱梁设计实践

Design Practice of Super-Convention Deformed Continuous Steel Box Beam

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【摘要】 介绍了上海市共和新路高架跨汶水路车站的异型连续钢箱梁的设计与施工特点 ,并对其受力特性着重进行探讨分析。该桥宽 3 3 .5~ 46.7m,宽跨比 >1 ,横向仅设置双点支承 ,受力复杂

【Abstract】 The paper introduces the characteristics of the design and construction of deformed continuous steel box beam of Shanghai Gonghexin Road Elevated Bridge over Wenshui Road Station. And it mainly approaches and analyses the forced characteristics. The width of the bridge is 33.5m ~ 46.7m, the ratio of width and span>1. Double point support is only installed in transverse direction with complex forced situation.

  • 【文献出处】 城市道桥与防洪 ,Urban Roads Bridges & Flood Control , 编辑部邮箱 ,2003年01期
  • 【分类号】U448.213
  • 【被引频次】6
  • 【下载频次】181
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