摘要
等径高强预应力钢筋砼电杆在高压输电线路工程中的应用日益增加 ,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 ,从提高构件的承截力及工程应用角度分别提出了增加砼强度。
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,the circularity members' ultimate capacity and deflect are studied by means of full-process analysis method.The members' property governed by the parameters of section dimension, effective prestressed force,concrete strength and so on are discussed.The conclusion is in agreed with test results.Finally,Some suggestion,such as increasing the concrete strength,decreasing the longitudinal reinforcement ratio and increasing the stirrup ration and so on,is brought forward to advance the members' flexural ductility.
出处
《郑州工业大学学报》
2000年第3期64-67,共4页
Journal of Zhengzhou University of Technology
关键词
高强预应力砼
环形构件
极限承载力
变形
电杆
受力
high-strength prestressed concrete
circularity member ultimate capacity
deflect
full-process analysis method
