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高强预应力混凝土电杆受力性能分析

Ultimate Capacity and Deflect Analysis of High-Strength Prestressed Concrete Electricity Poles

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【作者】 管品武邹银生刘立新

【Author】 Cuan Pinwu\ Zou Yinsheng\ Liu Lixin( (Building Structure Research Association of Hunan University)(Civil Department of Zhengzhou University)

【机构】 湖南大学结构所!湖南410082郑州工业大学土建系!郑州450000

【摘要】 为满足等径高强预应力钢筋砼电杆在高压输电线路工程中的需要 ,本文通过对其正截面承载力与变形性能的全过程分析 ,并结合有关试验结果 ,研究了截面尺寸、有效预应力、砼强度等级等因素的影响。在此基础上 ,提出了有关建议。

【Abstract】 High strength prestressed concrete electricity poles with large diameter are being widely used in high voltage transmitted electricity circuitry projects.Asked for the need of practice,papers studies the circularity members’ ultimate capacity and deflects by means of full process analysis method.The members’ property governed by the parameters of section dimension、effective prestressing force、concrete strength and so on are discussed.And all of the conclusions are primarily in agree with test results.Finally,Some suggestion is brought forward to advance the members’ flexural ductility.

  • 【文献出处】 特种结构 ,Special Structures , 编辑部邮箱 ,2000年04期
  • 【分类号】TU378
  • 【被引频次】3
  • 【下载频次】76
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