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预应力钢带加固混凝土圆柱轴压性能试验
引用本文:张波,杨勇,夏泽宇. 预应力钢带加固混凝土圆柱轴压性能试验[J]. 硅酸盐通报, 2021, 40(7): 2200-2208
作者姓名:张波  杨勇  夏泽宇
作者单位:陕西理工大学土木工程与建筑学院,汉中 723001;西安建筑科技大学土木工程学院,西安 710055;西安建筑科技大学土木工程学院,西安 710055;西安建筑科技大学土木工程学院,西安 710055;周口市发展和改革委员会,周口 466000
基金项目:陕西省教育厅产业化项目(14JF014)
摘    要:通过32个加固柱及4个对比柱试件的轴压性能试验,研究了钢带间距、层数对承载力及变形能力的影响.试验结果表明,混凝土圆柱试件经预应力钢带加固后,不仅可以提高柱的轴压承载力,还能使加固柱具有良好的变形能力,可有效改善其轴压性能.在试验研究的基础上,分析了预应力钢带加固混凝土柱轴压受力机理,提出了预应力钢带加固混凝土圆柱极限...

关 键 词:预应力钢带  混凝土圆形截面柱  轴压性能  加固技术
收稿时间:2020-09-14

Axial Compressive Performance of Concrete Column Reinforced by Prestressed Steel Strips
ZHANG Bo,YANG Yong,XIA Zeyu. Axial Compressive Performance of Concrete Column Reinforced by Prestressed Steel Strips[J]. Bulletin of the Chinese Ceramic Society, 2021, 40(7): 2200-2208
Authors:ZHANG Bo  YANG Yong  XIA Zeyu
Affiliation:1. School of Civil Engineering & Architecture, Shaanxi University of Technology, Hanzhong 723001, China; 2. College of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China; 3. Zhoukou Municipal Development and Reform Commission, Zhoukou 466000, China
Abstract:Thirty-two reinforced columns and four unreinforced columns were tested under axial compression. The effects of the steel strip spacing and layer number on the bearing capacity and deformation capacity were investigated. Experimental results show that the cylindrical concrete column specimens with prestressed steel strips can effectively improve the axial compression performance. Not only the bearing capacity of columns under axial compression is improved, but also the deformation capacity is improved as well. Based on the experimental results, the mechanism of the concrete column with prestressed steel strip was discussed. The ultimate strength model of the cylinder concrete column with prestressed steel strips under axial compression was proposed, and the calculated value is in good agreement with the experimental value.
Keywords:prestressed steel strip  cylindrical concrete column  axial compressive performance  reinforcement technique  
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