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高墩大跨曲线连续刚构桥的概念设计
引用本文:何文杰.高墩大跨曲线连续刚构桥的概念设计[J].城市道桥与防洪,2022(1):73-75.
作者姓名:何文杰
作者单位:中建三局工程设计有限公司,湖北武汉430074
摘    要:为研究高墩大跨连续刚构桥的概念设计,基于实际设计项目,综合考虑桥梁的高墩、大跨、曲线桥特点和桥位处的强地震、高风速、严寒区等自然环境因素,从选线、桥型、景观、跨径、尺寸、刚度、稳定、抗震、施工、造价、材料和结构验算等角度出发,分析总结了高墩大跨连续刚构桥的设计思路及注意事项,从而为同类桥梁设计提供参考方法。

关 键 词:高墩大跨  连续刚构桥  概念设计
收稿时间:2021/5/18 0:00:00
修稿时间:2021/6/10 0:00:00

Conceptual Design of High-pier Long-span Curved Continuous Rigid-frame Bridge
HE Wenjie.Conceptual Design of High-pier Long-span Curved Continuous Rigid-frame Bridge[J].Urban Roads Bridges & Flood Control,2022(1):73-75.
Authors:HE Wenjie
Abstract:Taking Hubei E-dong Yangtze River Highway Bridge as the engineering background, the finite element model of five exquisite segments of standard steel box girder is established by ANSYS to analyze the influence of six kinds of diaphragm spacing on the spatial distribution of torsional distortion normal stress of steel box girder subjected to eccentric load. The calculation analysis shows that the setting of transverse diaphragm can effectively restrain the warping and distortion effect of the box girder. The torsion distortion effect can be controlled in a small range when the standard steel box girder segment is set up with 3 transverse diaphragms.
Keywords:diaphragm spacing  space stress  normal warping stress
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