[提要]  介绍了JGN, QS-C, HY150, RE500四种结构胶植筋混凝土柱在往复荷载下的试验研究，并与非植筋的整浇钢筋混凝土柱受力性能进行了比较。结果表明，在15d锚固深度下，各试件在破坏形态、极限承载力、延性和耗能能力等方面相差不多。
[关键词]  混凝土柱  结构胶植筋往复荷载  延性  试验研究

This paper presents the experimental research of RC columns with postinstalled chemically bonded longitudinal rebars under reciprocating load, and compares the results with that of cast-in-place column. From the experiment results, failure model, capacity, ductility and energy-absorbing capacity of all members are similar with 15d embedded depth. The performance of postinstalled chemically bonded rebars columns with 15d embedded depth is also similar with that of cast-in-place column.
Keywords: concrete column; postinstalled chemically rebar; reciprocating load; ductility; experimental research