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装配式剪力墙竖向钢筋套筒注浆搭接试验研究
供稿: 任宏伟;王思远;严珊;韩玉涛 时间: 2020-03-10 次数:

任宏伟, 王思远, 严珊,.装配式剪力墙竖向钢筋套筒注浆搭接试验研究[J].河南理工大学学报(自然科学版),2020,39(2):130-137.

REN H W, WANG S Y, YAN S, et al.Experimental study on grouting overlap of vertical reinforcement sleeve ofassembled shear wall[J].Journal of Henan Polytechnic University(Natural Science) ,2020,39(2):130-137.

装配式剪力墙竖向钢筋套筒注浆搭接试验研究

任宏伟, 王思远, 严珊, 韩玉涛

华北理工大学 河北省地震工程研究中心,河北 唐山063210

摘要:为研究钢筋搭接长度、钢筋直径、套筒内部混凝土灌浆料强度等因素对钢筋连接效果的影响,对25个钢筋套筒注浆搭接试件进行单向拉伸试验,从试件破坏形态、试件强度、套筒应变、钢筋与套筒相对滑移量方面进行分析。由试验得出套筒长度及壁厚、钢筋直径、灌浆料强度及套筒端口处理等参数对钢筋套筒注浆搭接连接性能的影响规律,并根据试验数据和钢筋搭接连接机理分析,计算得到采用套筒注浆搭接时钢筋搭接长度计算公式,为其在装配式剪力墙中钢筋连接提供了一定的理论基础。

关键词:钢筋搭接连;套筒注浆;装配式结构;黏结滑移

doi:10.16186/j.cnki.1673-9787.2020.2.19

基金项目:国家自然科学基金资助项目(51678236);河北省青年基金资助项目(QN2018160

收稿日期:2019/05/15

修回日期:2019/07/01

出版日期:2020/03/15

Experimental study on grouting overlap of vertical reinforcement sleeve ofassembled shear wall

REN Hongwei, WANG Siyuan, YAN Shan, HAN Yutao

Earthquake Engineering Research Center of Hebei Province North China University of Science and Technology Tangshan 063210 Heibei China

Abstract:In order to study the influence of the overlap length bar diameter and strength of concrete grouting material inside sleeve on the connection effect of reinforcement an one-way tensile test was carried out on 25 specimens of grouting overlap of reinforcement sleeve. The failure mode strength strain of sleeve and relative slip between reinforcement and sleeve were analyzed. The influence of sleeve length and wall thickness reinforcement diameter strength of grouting material and treatment of sleeve port on the performance of grouting overlap of reinforcement sleeve connection were obtained. Based on experimental data and analysis of the mechanism of reinforcement overlap connection the formula of reinforcement overlap length when sleeve grouting overlap connection was adopted was calculatedwhich provided a theoretical basis for reinforcement connection in assembled shear wall.

Key words:reinforcement overlap connection;sleeve grouting;assembled structure;bond slip

  装配式剪力墙竖向钢筋套筒注浆搭接试验研究_任宏伟.pdf

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