摘要
根据多年来桥梁梁体施工的实践经验,针对高强钢绞线在桥梁工程结构中的应用,就桥梁梁板工程预应力后张法施工中预应力钢绞线伸长量的控制技术进行探讨,以供类似工程参考。
With many-year working experience in bridge construction, it discusses the control method of the extending degree of prestressed steel strand in prestressed construction of bridge beam slab with post-tensloning method, which is a reference for similar projects.
出处
《山西建筑》
2008年第17期320-321,共2页
Shanxi Architecture
关键词
预应力钢绞线
伸长量
施工
变形量
设计
prestressed steel strand, extending degree, construction, deforming degree, design
