摘要
本文通过对化学植筋进行单筋拉拔试验,结合拉结筋在填充墙灰缝中的锚固承载力,探讨拉结筋采用后植安装方法的可行性及部分参数。
Through single steel bar short term pull-out test of bonded rebar and the anchorage baring capacity of tie reinforcing bar in the mortar joint of infill wall,this paper discussed the feasibility and partial parameter of the later embedding installation method of tie reinforcing bar.
出处
《福建建设科技》
2010年第5期11-13,共3页
Fujian Construction Science & Technology
关键词
填充墙
拉结筋
化学植筋
安装
infill wall
tie reinforcing bar
bonded rebar
installation
