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公铁平层桥梁桥塔遮风效应风洞试验研究

何佳骏 向活跃 朱金 张博韬 李永乐

何佳骏, 向活跃, 朱金, 张博韬, 李永乐. 公铁平层桥梁桥塔遮风效应风洞试验研究[J]. 西南交通大学学报, 2023, 58(2): 388-397. doi: 10.3969/j.issn.0258-2724.20210286
引用本文: 何佳骏, 向活跃, 朱金, 张博韬, 李永乐. 公铁平层桥梁桥塔遮风效应风洞试验研究[J]. 西南交通大学学报, 2023, 58(2): 388-397. doi: 10.3969/j.issn.0258-2724.20210286
HE Jiajun, XIANG Huoyue, ZHU Jin, ZHANG Botao, LI Yongle. Experimental Study on Shelter Effect of Bridge Tower on Single-Level Rail-Cum-Road Bridge[J]. Journal of Southwest Jiaotong University, 2023, 58(2): 388-397. doi: 10.3969/j.issn.0258-2724.20210286
Citation: HE Jiajun, XIANG Huoyue, ZHU Jin, ZHANG Botao, LI Yongle. Experimental Study on Shelter Effect of Bridge Tower on Single-Level Rail-Cum-Road Bridge[J]. Journal of Southwest Jiaotong University, 2023, 58(2): 388-397. doi: 10.3969/j.issn.0258-2724.20210286

公铁平层桥梁桥塔遮风效应风洞试验研究

doi: 10.3969/j.issn.0258-2724.20210286
基金项目: 国家自然科学基金(51778544,51978589,52008396)
详细信息
    作者简介:

    何佳骏(1994—),男,博士研究生,研究方向为车桥耦合振动效应,E-mail:1016396401@qq.com

    通讯作者:

    向活跃(1986—),男,副教授,博导,研究方向为车桥耦合振动效应,E-mail: hy@swjtu.edu.cn

  • 中图分类号: U447

Experimental Study on Shelter Effect of Bridge Tower on Single-Level Rail-Cum-Road Bridge

  • 摘要:

    车辆经过桥塔区域时,由于桥塔的遮风效应,其气动荷载会产生突变,且公铁平层桥梁的桥塔由于纵向尺度较大,车辆经过桥塔区域时气动荷载的变化更加剧烈. 为明确某公铁平层桥梁上车辆在桥塔区域的气动特性,制作了1/20大比例尺的风洞试验模型;基于优化后的测试系统,测试了车辆通过公铁平层宽幅桥梁桥塔时的气动荷载,研究了车道位置、车辆类型以及桥塔外形对通过桥塔车辆的气动特性的影响. 结果表明:越靠近桥塔车道上的车辆,经过桥塔时的横向力系数、摇头力矩系数的突变量更大,正向升力也越大,因而更容易发生侧滑与侧偏;车长对车辆通过桥塔区域的性能有显著影响,长度较小的车辆具有更大的横向力系数突变量,长度较长的车辆具有更大的倾覆力矩系数、摇头力矩系数及点头力矩系数突变量;与矩形截面桥塔相比,带倒角的桥塔使得厢式货车的横向力突变量减小了43.7%,使集装箱车的横向力系数突变量减小了25.8%,且使集装箱车的摇头力矩系数突变量减小了29.2%.

     

  • 图 1  宜宾临港桥主梁截面

    Figure 1.  Main beam section of the Yibin Lingang Yangtze River Bridge

    图 2  节段模型桥面系

    Figure 2.  Deck system of the section model

    图 3  桥塔截面

    Figure 3.  Section of the bridge tower

    图 4  汽车模型尺寸

    Figure 4.  Dimensions of road vehicle model

    图 5  试验中的模型

    Figure 5.  Test model in the experiment

    图 6  工况布置

    Figure 6.  Test arragement

    图 7  汽车五分力示意

    Figure 7.  Five-component force of the vehicle

    图 8  厢式货车过矩形截面桥塔时的气动力系数

    Figure 8.  Aerodynamic force coefficients of the van when passing the bridge tower with rectangular section

    图 9  车辆类型对气动力系数的影响

    Figure 9.  Influence of the vehicle type on aerodynamic force coefficients

    图 10  桥塔类型对横向力系数的影响

    Figure 10.  Influence of tower type on transverse force coefficient

    图 11  桥塔类型对升力系数的影响

    Figure 11.  Influence of tower type on lift force coefficient of the van

    图 12  桥塔类型对摇头力矩系数的影响

    Figure 12.  Influence of tower section type on yawing moment coefficient

    图 13  桥塔类型对点头力矩系数的影响

    Figure 13.  Influence of tower type on pitching moment coefficient of the van

    表  1  天平参数

    Table  1.   Parameters of the force mearing balance

    参数名称取值
    力量程/N±50
    力矩量程/(N·m)±2
    力精度/%0.5
    力矩精度/%0.5
    最大采样频率/kHz1
    下载: 导出CSV
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出版历程
  • 收稿日期:  2021-04-16
  • 修回日期:  2021-07-12
  • 网络出版日期:  2022-11-09
  • 刊出日期:  2021-07-19

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