华南理工大学学报(自然科学版) ›› 2014, Vol. 42 ›› Issue (10): 117-124.doi: 10.3969/j.issn.1000-565X.2014.10.019

• 土木建筑工程 • 上一篇    下一篇

桥面火灾条件下斜拉桥拉索及全桥结构的安全性能

马明雷 马如进  陈艾荣   

  1. 同济大学  桥梁工程系,上海 200092
  • 收稿日期:2014-03-21 修回日期:2014-07-05 出版日期:2014-10-25 发布日期:2014-10-01
  • 通信作者: 马明雷(1983-),男,博士生,主要从事桥梁设计理论研究. E-mail:anycalllei@163.com
  • 作者简介:马明雷(1983-),男,博士生,主要从事桥梁设计理论研究.
  • 基金资助:

    交通运输建设科技项目(2011318494160) ;江西省交通运输厅科技项目(2010C00011)

Safety of Cables and Full Structure of a Cable-Stayed Bridge Exposed to Fires on Deck

Ma Ming-lei   Ma Ru-jin   Chen Ai-rong   

  1. Department of Bridge Engineering, Tongji University, Shanghai 200092, China
  • Received:2014-03-21 Revised:2014-07-05 Online:2014-10-25 Published:2014-10-01
  • Contact: 马明雷(1983-),男,博士生,主要从事桥梁设计理论研究. E-mail:anycalllei@163.com
  • About author:马明雷(1983-),男,博士生,主要从事桥梁设计理论研究.
  • Supported by:

    交通运输建设科技项目(2011318494160) ;江西省交通运输厅科技项目(2010C00011)

摘要: 针对日益受到关注的桥梁火灾风险问题,以一座大跨斜拉桥为研究对象,进行性能化抗火分析。首先进行火灾危险源分析,设置了3种桥面火灾场景;通过FDS模拟获得了不同场景下的火场温度,并与ISO834升温曲线进行比较;分别通过FDS火灾场和ISO834升温曲线得到了两种情况下的拉索温度,并结合屈服强度变化规律进行了拉索失效分析;最后对全桥安全性能进行了评估。结果表明:基于FDS模拟的火场温度总体上低于ISO834曲线温度,在最不利条件下最多可致3根拉索断裂;火灾对斜拉桥整体安全性能的影响有限,但会削弱桥梁的使用功能,应采取必要的防范措施以减小火灾损失。

关键词: 斜拉桥, 火灾, 性能化方法, 拉索失效, 安全评估

Abstract:

Aiming at the growing concern over the fire risk of bridges, the fire resistance of a long-span cable-stayed bridge is analyzed by means of the performance-based method. First, different types of vehicles, namely, car, bus, van, heavy goods truck and petrol tanker, are selected as fire risk sources, and three kinds of fire scenarios on deck are designed. Next, the flame temperatures of different fire scenarios are obtained by using FDS (Fire Dynamics Simulator), and they are compared with those of the ISO834 curve. Then, the temperatures of stay cables are acquired respectively by using the FDS and the ISO834 curve, and the failure conditions of the cables are also discussed by taking into account the yield strength variation. Finally, the safety of the full bridge is assessed. The results show that (1) the flame temperatures obtained through FDS simulations are generally lower than those of the ISO834 curve, and three cables may fail in the most serious case;, and (2) that, fires have a limited influence on the overall safety performance of bridges but can weaken the using function, so it’s necessary to take effective measures to reduce the loss caused by fires.

Key words: cable-stayed bridges, fires, performance-based approach, failures of stay cables, risk assessment

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