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1)  steel shape
预应力筋形
2)  U-shaped prestressed tendon
U形预应力筋
1.
Little has been presented about the existing small curvature radius U-shaped prestressed tendon,whose practical elongation value and theoretical stretching elongation deviate greatly from each other.
基于现有规范小曲率半径U形预应力筋张拉伸长量缺乏陈述,而该类预应力筋实测伸长值和理论伸长值偏差过大。
3)  fold line shape prestressed reinforced bars
折线形预应力筋
4)  shape of prestressing cable
预应力筋线形
5)  tendon shape
预应力钢筋形状
1.
In this paper,some problems about design of post-tensioned concrete structures are disussed,they are about the best balanced load,the main control facts of tendons and reinforcement amount,the calculating analysis of band beam in prestressed floor,and the concepts about the reasonal tendon shape in structure.
针对后张预应力混凝土结构设计中有关最佳平衡荷载,平衡荷载效应,控制合理预应力钢筋用量的最主要因素,楼盖平板上扁梁的内力分析以及预应力钢筋形状等概念问题进行了讨论,并提出了设计建
6)  prestress tendon curve shape
预应力筋束形
补充资料:瘦筋筋
1.见"瘦精精"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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