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大间距下高耸双烟囱风致特性试验研究

雷伟 王骑 李明水 李志国

雷伟, 王骑, 李明水, 李志国. 大间距下高耸双烟囱风致特性试验研究[J]. 西南交通大学学报, 2024, 59(1): 104-112. doi: 10.3969/j.issn.0258-2724.20230056
引用本文: 雷伟, 王骑, 李明水, 李志国. 大间距下高耸双烟囱风致特性试验研究[J]. 西南交通大学学报, 2024, 59(1): 104-112. doi: 10.3969/j.issn.0258-2724.20230056
LEI Wei, WANG Qi, LI Mingshui, LI Zhiguo. Experimental Study on Wind-Induced Characteristics of Tall Double Chimneys with Large Spacing[J]. Journal of Southwest Jiaotong University, 2024, 59(1): 104-112. doi: 10.3969/j.issn.0258-2724.20230056
Citation: LEI Wei, WANG Qi, LI Mingshui, LI Zhiguo. Experimental Study on Wind-Induced Characteristics of Tall Double Chimneys with Large Spacing[J]. Journal of Southwest Jiaotong University, 2024, 59(1): 104-112. doi: 10.3969/j.issn.0258-2724.20230056

大间距下高耸双烟囱风致特性试验研究

doi: 10.3969/j.issn.0258-2724.20230056
基金项目: 国家自然科学基金(51678508)
详细信息
    作者简介:

    雷伟(1994—),男,博士研究生,研究方向为结构、桥梁风工程,E-mail:lei_@my.swjtu.edu.cn

    通讯作者:

    王骑(1980—),男,副教授,博士,博士生导师,研究方向为结构、桥梁风工程,E-mail:wangchee_wind@swjtu.edu.cn

  • 中图分类号: TU279.742

Experimental Study on Wind-Induced Characteristics of Tall Double Chimneys with Large Spacing

  • 摘要:

    双烟囱结构在自然风作用下存在气动干扰效应,从而诱发较大风致振动,威胁结构安全. 合理计算和预测风振响应是双烟囱抗风设计的关键. 以某中心距为8倍平均直径的双烟囱结构为研究对象,开展刚性模型测力和气弹模型测振风洞试验,将试验结果与中国规范、欧洲规范和CICIND (International Committee on Industrial Construction)规范计算值进行比较,详细研究双烟囱在不同风向角下的风致响应特性. 研究结果表明:在烟囱串列布置下,迎风侧烟囱具有遮挡和干扰效应,一方面使得背风侧烟囱底部弯矩减小,另一方面使其横风向位移大于在其他风向角下的值;由于厂房的干扰效应,风振系数中国规范计算值与试验值接近;当烟囱高度超过厂房高度后,计算值较试验值偏大;对于横向响应,中国规范计算值较试验值大37.1%,欧洲规范计算值与试验值接近,仅偏小6.9%,CICIND规范计算值比试验值小17.1%.

     

  • 图 1  烟囱前三阶振型

    Figure 1.  First three modes of vibration of chimney

    图 2  风剖面比较

    Figure 2.  Comparison of wind profile

    图 3  湍流度剖面比较

    Figure 3.  Comparison of turbulence intensity profile

    图 4  风向角和坐标系的定义

    Figure 4.  Definition of wind angle and coordinate system

    图 5  试验模型及风场

    Figure 5.  Test model and wind field

    图 6  不同高度下烟囱Ⅰ的体型系数

    Figure 6.  Body configuration coefficient of chimney Ⅰ at different heights

    图 7  烟囱Ⅰ的整体体型系数随24个风向角的变化

    Figure 7.  Variation of whole body configuration coefficient of chimney Ⅰ with 24 wind angles

    图 8  典型风向角下烟囱Ⅰ的风振系数风洞试验值与规范计算值比较

    Figure 8.  Comparison of wind tunnel test and values calculated by codes of wind-induced vibration coefficient of chimney Ⅰ at typical wind angles

    图 9  烟囱Ⅰ弯矩值随24个风向角的变化

    Figure 9.  Variation of bending moment of chimney Ⅰ with 24 wind angles

    图 10  烟囱Ⅰ的合成弯矩值随24个风向角的变化

    Figure 10.  Variation of synthetical bending moment of chimney Ⅰ with 24 wind angles

    图 11  顶部位移值随24个风向角的变化

    Figure 11.  Variation of top displacement with 24 wind angles

    表  1  自振频率比较

    Table  1.   Comparison of natural frequency of vibration

    阶数要求值/Hz试验值/Hz差值/%
    12.9382.9021.2
    216.24715.5254.4
    343.52341.5474.5
    下载: 导出CSV

    表  2  阻力系数随风速的变化

    Table  2.   Variation of drag coefficient with wind speed

    风速/(m·s−1雷诺数阻力系数
    5.02.8 × 1040.69
    8.04.5 × 1040.73
    11.06.2 × 1040.76
    14.07.9 × 1040.77
    17.09.6 × 1040.78
    20.011.3 × 1040.75
    23.013.0 × 1040.73
    26.014.7 × 1040.74
    29.016.4 × 1040.70
    下载: 导出CSV

    表  3  烟囱顶点横风向位移响应

    Table  3.   Displacement responses of cross-wind displacement at the top of the chimney m

    方法位移响应值
    风洞试验0.175
    中国规范[24]0.240
    欧洲规范[25-26]0.163
    CICIND 模式规范[27]0.145
    下载: 导出CSV
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出版历程
  • 收稿日期:  2023-02-15
  • 修回日期:  2023-09-11
  • 网络出版日期:  2023-11-15
  • 刊出日期:  2023-09-28

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