华南理工大学学报(自然科学版) ›› 2020, Vol. 48 ›› Issue (10): 40-47.doi: 10.12141/j.issn.1000-565X.190279

• 土木建筑工程 • 上一篇    下一篇

基于实时阴影技术的混凝土箱梁竖向温度梯度模式

盛兴旺1 郑严煌1 郑纬奇1† 朱志辉1,2   

  1. 1. 中南大学 土木工程学院,湖南 长沙 410075; 2. 高速铁路建造技术国家工程实验室,湖南 长沙 410075
  • 收稿日期:2019-05-21 修回日期:2020-04-02 出版日期:2020-10-25 发布日期:2020-09-14
  • 通信作者: 郑纬奇(1991-),男,博士,主要从事桥梁结构行为及设计理论研究。 E-mail:wqzheng@csu.edu.cn
  • 作者简介:盛兴旺(1966-),男,博士,教授,主要从事桥梁结构行为及设计理论研究。E-mail: shengxingwang@163. com
  • 基金资助:
    国家自然科学基金资助项目 (51378511,51678576,52078488); 中南大学研究生自主探索创新课题(2018zzts647); 国家铁路局课题 (KF2019-018)

Vertical Temperature Gradient Model of Concrete Box Girders Based on Real-Time Shadow Technology

SHENG Xingwang1 ZHENG Yanhuang1 ZHENG Weiqi1 ZHU Zhihui1,2   

  1. 1. School of Civil Engineering,Central South University,Changsha 410075,Hunan,China; 2. National Engineering Laboratory for High Speed Railway Construction,Changsha 410075,Hunan,China
  • Received:2019-05-21 Revised:2020-04-02 Online:2020-10-25 Published:2020-09-14
  • Contact: 郑纬奇(1991-),男,博士,主要从事桥梁结构行为及设计理论研究。 E-mail:wqzheng@csu.edu.cn
  • About author:盛兴旺(1966-),男,博士,教授,主要从事桥梁结构行为及设计理论研究。E-mail: shengxingwang@163. com
  • Supported by:
    Supported by the National Natural Science Foundation of China (51378511,51678576,52078488)

摘要: 环境温度、日照时长以及太阳辐射强度是影响混凝土箱梁竖向温度梯度的重要参数。现行规范的温度梯度计算模式中并未考虑各地区之间差异显著的环境温度等热力学参数。为准确反映我国各地区间温度模式的差异,文中选取各个典型气候地区的代表城市,基于实时阴影技术,利用 ANSYS 建立了混凝土铺装、沥青混凝土铺装混凝土箱梁的热力学分析模型,对我国混凝土箱梁的日照实时温度场和竖向温度梯度进行研究。结果表明: 混凝土箱梁的最大竖向温度梯度出现在西安地区,其竖向温度梯度曲线可用指数函数和直线进行拟合; 我国现行公路规范中的竖向温度梯度与实际温度梯度分布有一定的差异,采用混凝土铺装的箱梁梁顶温度梯度取值偏大,采用沥青混凝土铺装的箱梁梁顶温度梯度取值偏小; 相比于混凝土铺装,9cm 厚的沥青混凝土铺装层能使箱梁的最大竖向正温度梯度上限值降低 4℃,下限值降低 3℃,出现时间延迟 2h。

关键词: 混凝土箱梁, 热力学分析, 实时阴影技术, 竖向温度梯度, 分布规律

Abstract: Ambient temperature,sunshine duration,and solar radiation intensity are three important parameters af-fecting the vertical temperature gradient of the concrete box girder. However,the current code temperature gradient model does not consider the significant differences in environmental and thermodynamic parameters between re-gions. In order to accurately reflect the differences in temperature patterns across regions in China,the representa-tive cities of typical climate regions were selected. Based on real-time shadow technology,the thermodynamic ana-lysis model of concrete pavement and asphalt concrete pavement concrete box girder was established by ANSYS,and the real-time temperature field and vertical temperature gradient of the concrete box girder were studied. The study shows that the maximum vertical temperature gradient value of the concrete box girder appears in Xi'an,and its vertical temperature gradient curve can be fitted by exponential function and straight line. The distribution of vertical temperature gradient in China's current highway code differs from that of actual temperature gradient to some extent. In the code,the temperature gradient at the top of box beams using concrete paving is too large,and the temperature gradient at the top of box beams using asphalt concrete paving is too small. As compared with the con-crete pavement,the 9 cm-thickness asphalt concrete pavement can reduce the upper limit value of the maximum vertical positive temperature gradient of the box girder by 4 ℃,the lower limit value by 3 ℃ and the occurrence time by two hours.

Key words: concrete box girder, thermodynamic analysis, real-time shadow technology, vertical temperature gradient, distribution law

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