车行桥和人行桥组合抗震设计研究
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(西安浐灞发展集团有限公司, 陕西 西安 710024)

作者简介:

张朝朋(1973—), 男, 硕士, 高级工程师, 从事建设管理及技术管理工作。

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中图分类号:

U453.6

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Study on Combined Seismic Design of Vehicular Bridge and Pedestrian Bridge
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    摘要:

    随着景观桥梁的增多,车行桥和人行桥组合设置越来越多,根据实际工程案例,建立了人行桥和车行桥的抗震分析模型,分析车行桥采用速度锁定支座,摩擦摆以及人行桥采用固定支座和高阻尼橡胶支座四种工况进行对比分析,考虑人行桥和车行桥的组合抗震设计问题,计算结果表明,车行桥采用速度锁定支座同时人行桥采用高阻尼橡胶支座可以很好的满足车行桥和人行桥的组合受力问题,同时让墩柱均匀受力,并且减小墩柱受力。

    Abstract:

    With the increase of landscape bridges, the combined setting up of vehicular bridge and pedestrian bridge is more and more. According to the actual engineering cases, the seismic analysis model of vehicular bridge and pedestrian bridge is established. Four working conditions of vehicular bridge using the velocity locking support and friction pendulum, and pedestrian bridge using the fixed support and high damping rubber support are compared and analyzed. The combined seismic design problems of vehicular bridge and pedestrian bridge are considered. The calculation result shows that the vehicular bridge using the velocity locking support and the pedestrian bridge using the high damping rubber support at the same time can better meet the combined stress of vehicular bridge and pedestrian bridge, and also can make the pier columns uniformly stressed and reduce the stress of the pier columns.

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引用本文

张朝朋.车行桥和人行桥组合抗震设计研究[J].城市道桥与防洪,2021,(9):71-73.

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  • 收稿日期:2021-04-29
  • 最后修改日期:2021-06-11
  • 录用日期:2021-06-15
  • 在线发布日期: 2025-08-23
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