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考虑了粘贴钢板及箍板对柱内部砼的约束作用，提出了竖向钢板粘钢加固砼柱承载力的计算公式，用此公式对三根试验柱进行计算，并和试验结果相比较，对所给计算公式加以证实。
Considering the restraining action of the bonded steel plate and the hoop on the concrete inside the column, the formula for calculating the bearing capacity of the concrete column with steel plate adhering to the steel plate is proposed. Three formulas for calculating the bearing capacity of the concrete column are calculated and compared with the experimental results. To calculate the formula to be confirmed.