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格构式钢管输电塔架的体型系数和雷诺数效应

沈国辉 李懿鹏 赵英能 韩康辉 郭勇

湖南大学学报(自然科学版)2024,Vol.51Issue(3):31-38,8.
湖南大学学报(自然科学版)2024,Vol.51Issue(3):31-38,8.DOI:10.16339/j.cnki.hdxbzkb.2024025

格构式钢管输电塔架的体型系数和雷诺数效应

Shape Coefficient and Reynolds Number Effect of Lattice Tubular Transmission Towers

沈国辉 1李懿鹏 1赵英能 2韩康辉 1郭勇2

作者信息

  • 1. 浙江大学 结构工程研究所,浙江 杭州 310058
  • 2. 中国能源建设集团浙江省电力设计院有限公司,浙江 杭州, 310012
  • 折叠

摘要

Abstract

The force balance wind tunnel testing method was employed to obtain the shape coefficients of lattice tubular towers in the subcritical regime.Then,the variation characteristic of the shape coefficients of the tower versus the solidity ratio is analyzed.The Reynolds number reduction coefficient of the lattice tubular tower from the subcritical regime to the supercritical regime is fitted based on the data of the codes.Finally,the shape coefficients of the lattice tubular tower obtained from the wind tunnel tests are compared with those regulated in the codes.Experimental results show that the shape coefficient of the cross-arm is larger than that of the tower body under the same solidity ratio,because the rod of cross-arm has a higher slenderness ratio and the equivalent spacing between front and back surfaces is larger.In the subcritical regime,the shape coefficient of the tower body is close to that specified in the JEC-TR-00007-2015、DL/T 5551-2018、GB 50009-2012 codes,whereas the shape coefficient of the cross-arm is larger than that specified in the codes.The shape coefficients of the lattice tubular tower regulated in various countries'codes decrease with the increase of the solidity ratio in the subcritical and supercritical regimes.Then,the reduction coefficient of Reynolds number is obtained as 0.63+0.72 ϕ using the least square fitting method.In the supercritical regime,the shape coefficients of the tower body are close to that specified in the DL/T 5551-2018 and GB 50009-2012 codes,and the shape coefficients of the cross-arm are close to that specified in the IEC 60826-2017 and ASCE MOP 74-2020 codes.

关键词

输电塔/钢管塔架/体型系数/测力天平/雷诺数

Key words

transmission tower/steel tubular tower/shape coefficient/force balance/Reynolds number

分类

建筑与水利

引用本文复制引用

沈国辉,李懿鹏,赵英能,韩康辉,郭勇..格构式钢管输电塔架的体型系数和雷诺数效应[J].湖南大学学报(自然科学版),2024,51(3):31-38,8.

基金项目

国家自然科学基金资助项目(52178511,51838012),National Natural Science Foundation of China(52178511,51838012) (52178511,51838012)

湖南大学学报(自然科学版)

OA北大核心CSTPCD

1674-2974

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