为研究纤维编织网增强混凝土 (TRC) 加固砖柱的受压性能，进行了 12 个砖柱的轴压试验和8 个砖柱的偏压试验，考察了纤维编织网层数、聚乙烯醇 (PVA) 纤维掺量及偏心距对加固效果的影响。结果表明: TRC 能显著提高砖柱的承载力和变形能力，并改善其延性; 砖柱承载力随着纤维编织网层数的增加而不断增大，但层数超过2 层后，承载力相对提高率呈下降趋势; TRC 基体中掺入 PVA 纤维后，TRC 的加固效果进一步增强，加固柱的开裂荷载和极限荷载得到提高; PVA 纤维体积掺量在 0. 5% 左右时加固效果较好; 偏心距对 TＲC 环箍约束效应具有削弱作用，加固效果随着偏心距的增大逐渐降低。基于试验结果，提出了 TＲC 环箍约束砖柱的轴压承载力计算方法，计算结果与试验结果吻合良好。

To investigate the compressive performance of brick columns strengthened with textile reinforced con-crete (TRC)，12 brick columns were tested under axial compression and 8 brick columns were tested under eccen-tric compression． The influence of the number of textile layers，polyvinyl alcohol (PVA) fiber content and eccen-tric distance on strengthening effects were investigated． The results show that TＲC can significantly improve the bearing capacity，deformability as well as ductility of brick columns． The bearing capacity of brick columns increa-ses with increasing number of textile layers，but the relative increase rate of bearing capacity shows a downward trend when the number of layers exceeds 2． The strengthening effect of TRC can be further enhanced by adding PVA fiber into the TRC substrate，and the cracking loads and ultimate loads of strengthened columns are improved．The strengthening effect is better when the volume fraction of PVA fiber is about 0. 5%． The eccentric distance has a weakening effect on the hoop restraining action of TRC，and the strengthening effect gradually decreases with the increase of the eccentric distance． Based on the test results，a calculation method for the axial bearing capacity of brick columns strengthened with TＲC was proposed，and the calculation results agree well with the test results．