张丽娟, 田雪凯, 刘士远, 田利. 塔腿主斜材夹角及塔身抗扭布置分析研究[J]. 山西电力, 2024, (4): 27-31.
引用本文: 张丽娟, 田雪凯, 刘士远, 田利. 塔腿主斜材夹角及塔身抗扭布置分析研究[J]. 山西电力, 2024, (4): 27-31.
ZHANG Li-juan, TIAN Xue-kai, LIU Shi-yuan, TIAN Li. Analytical Research on the Angle of Main Diagonal of Tower Leg and Anti-torsional Layout of the Tower Body[J]. Shanxi Electric Power, 2024, (4): 27-31.
Citation: ZHANG Li-juan, TIAN Xue-kai, LIU Shi-yuan, TIAN Li. Analytical Research on the Angle of Main Diagonal of Tower Leg and Anti-torsional Layout of the Tower Body[J]. Shanxi Electric Power, 2024, (4): 27-31.

塔腿主斜材夹角及塔身抗扭布置分析研究

Analytical Research on the Angle of Main Diagonal of Tower Leg and Anti-torsional Layout of the Tower Body

  • 摘要: 研究了输电塔塔腿主斜材夹角对塔腿的影响并给出合适的主斜材布置角度,对比分析了输电塔塔身交叉型斜材和倒K型斜材2种不同斜材布置形式下的塔身抗扭刚度。结果表明,塔腿主斜材夹角的最优取值范围为30°~40°;倒K型斜材布置的塔身抗扭刚度要低于交叉型斜材布置的塔身抗扭刚度,扭转载荷较大时建议采用交叉型斜材塔身布置。

     

    Abstract: The influence of the angle of the main diagonal of the transmission tower leg on the tower leg is studied and the appropriate angle of the main diagonal is given. The anti-torsional rigidity of the transmission tower under two different diagonal layout types,cross diagonal and inverted K diagonal,is compared and analyzed. The results show that the optimum value range of the main diagonal angle of the tower leg is 30°~40°;the anti-torsional rigidity of the tower arranged with inverted K diagonal is lower than that of the tower arranged with cross diagonal. When the torsion load is comparatively large,the cross diagonal layout is recommended.

     

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