摘要
为研究大直径、高强预应力钢绞线与混凝土及灌浆料的粘结锚固性能,以相对锚固长度、相对保护层厚度和箍筋间距为参数,对30个拉拔试件、3根钢铰梁试件进行试验研究,获得了拉拔试件、梁式试件的粘结应力-滑移曲线等数据。试验结果表明:各参数相同条件下,梁式试验得到的粘结应力小于拉拔试验得到的粘结应力;随着锚固长度的增加,极限粘结应力有所下降;相对保护层厚度越大极限粘结强度越大;减小箍筋间距能提高钢绞线与混凝土的粘结性能。
In order to investigate the bond-anchorage properties between large-diameter high-strength prestressed steel strand and concrete,the loading tests of 30 pull-out specimens,3 steel hinged beams are carried out with the relative anchorage length,the relative thickness of the protective layer and the stirrup spacing as a parameter,which can obtain the relative slip between concrete and steel strand,then the bond stress-slip curves of pull-out specimens and steel hinged beam are derived. The result show that: the bond stress of steel hinged beams is lower than that of the pull-out specimens; the ultimate bond stress decreases with the increase of the anchoring length;the greater the thickness of the relative protective layer,the greater the bond strength; reducing stirrup spacing can improve the bonding performance between steel strands and concrete.
作者
王钧
李婷
栾奕
Wang Jun, Li Ting, Luan Yi(School of Civil Engineering, Northeast Forestry University, Harbin 150040, Chin)
出处
《建筑科学》
CSCD
北大核心
2018年第3期97-104,共8页
Building Science
基金
黑龙江省博士后科研启动基金项目(LBH-Q15011)
黑龙江省应用技术研究与开发计划项目(2013G0763)
关键词
大直径高强钢绞线
混凝土
滑移
粘结强度
large-diameter high-strength prestressed steel strand
concrete
slip
bond strength