摘要
通过无机后锚固材料植筋的粘结力试验、不同锚固深度的拉拔力试验和荷载-滑移试验,研究分析了无机后锚固材料植筋的破坏机理和破坏模式,提出了无机后锚固材料植筋的合理安全锚固深度。
Through three types of experiment of bonded rebar with inorganic anchoring material, adhesive force tests, drawing force tests with different anchored depth andload-displacment tests, this paper studied the damage model and mechanism of the bonded reharwith inorganic anchoring material , and proposed the suitable and safe anchoring depth of the bonded rebar.
出处
《粉煤灰》
2009年第3期8-10,共3页
Coal Ash China
关键词
无机后锚固材料
植筋
拉拔试验
锚固深度
inorganic post-anchoring material
bonded rebar
drawing force
anchoring depth
