摘要
针对曲线预应力筋一端张拉工艺计算 ,通过详细分析曲线预应力筋的孔道反摩擦损失对预应力锚固损失的影响 。
According to the calculation of the curved pre st ressing tendon tensioned at one end the influences of anti-friction loss of cur ved prestressing tendon on anchorage loss of prestress in tendons are analyzed. The extension range of the curved prestressing tendon tensioned at one end is ca lculated.
出处
《山西建筑》
2005年第1期46-47,共2页
Shanxi Architecture
关键词
曲线预应力筋
一端张拉
预应力锚固
curved prestressing tendon, tensioned at one en d, prestressed anchoring