本文拟介绍角钢加固砖柱在单向及反复侧力作用下受力性能的试验结果,计算加固砖柱的抗震能力。结果表明,用角钢加固砖柱是一种有效的加固方法。一、构件概况共进行了三根角钢加固砖柱的试验,砖柱尺寸及试验布置见图1。加固角钢用4根∠50×50×5紧贴于砖柱四角,用间距为40～50厘米缀板连接,角钢底部焊上等强圆 This article is to introduce the test results of the performance of reinforced concrete column columns subjected to one-way and repeated lateral forces, and to calculate the seismic capacity of reinforced columns. The results show that reinforcement of brick columns with angle steel is an effective reinforcement method. First, the component profile A total of three angle steel reinforced brick column test, the size of the column and the test layout shown in Figure 1. Reinforced angle steel with four ∠ 50 × 50 × 5 close to the four corners of the brick column, with a spacing of 40 to 50 cm patch panels connected, the bottom of the angle steel welding strong round