1) transfer apparatus
弯起器
1.
The pre-stressing frictional loss between the pre-stressed wire and the transfer apparatus is tested by the experimental study on six pre-stressing frictional loss of the fold-line pre-tension pre-stressed wire of different angle,5°,9°,13°,the main factors of frictional loss are analyzed experimentally,the method in the calculation of the frictional loss of the pre-stressed wire using.
弯起器是实现先张法折线预应力配筋的关键部件,通过量测6根钢绞线在不同弯起角度5°、9°、13°下穿过弯起器后预应力筋的摩擦损失,分析影响钢绞线摩擦损失的主要因素,提出试验所采用的弯起器预应力筋摩擦损失的计算方法及相关建议。
2) bending and undulating forming
弯曲起伏
1.
A feasible process for the folding,bending and undulating forming of a reed was determined according to the technological characteristic of the component.
通过对簧片零件工艺特点的分析,阐述了该零件叠压和弯曲起伏成形难点,制定了合理的工艺解决方案,介绍了零件的排样设计和模具结构,并成功地创建了自动化冲压生产线。
3) bent-up bars
弯起钢筋
1.
Improving the design method on diaposting the bent-up bars for inclined-section s shear resistance;
对配置弯起钢筋用于斜截面抗剪设计方法的探讨
4) bend spring
弯起筋
1.
In counting of anti -shear strengthen for a lid beam of bridge, it gives full effective of springs and concrete, fit the bend springs, that would be up to the engineering in practice.
在桥梁盖梁抗剪计算中,充分发挥箍筋和混凝土的作用,合理配置弯起筋,是更符合工程实际,更科学可靠的 计算方法。
5) bending position of punching
弯起位置
1.
According to the strain of the concrete interslabs,the paper puts forward the mechanism of punching failure of slabs and the best bending position of punching bent up reinforcement.
根据板内部混凝土应变状况，提出了板冲切破坏机理和弯起钢筋的合理弯起位置。
6) bend beam
弯起束
1.
The design concept such as bend beam should not be canceled and vertical prestressed tendons should be second tensioning were proposed.
以小三峡大桥设计为背景,提出了对连续刚构桥边中跨比、高跨比、梁底曲线等重要参数进行优化的多目标优化方法并应用于该桥实例,提出连续刚构桥不应取消弯起束,竖向预应力筋应进行二次张拉的设计理念,介绍了小三峡大桥的结构设计及受力分析,为国内同类型桥梁设计提供参考。
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条