共进行了7根粘贴CFRP板加固木梁的对比试验研究,其中3根为对比试件,4根为粘贴CFRP板加固木梁试件。研究结果表明,粘贴CFRP板加固木梁的极限承载力有明显提高,提高幅度为13.9%～63.4%,平均提高45.3%;极限位移亦有所提高,平均提高22.2%;初始弯曲刚度略有提高,提高幅度为3.6%～22.7%,平均提高15.8%。加固木梁跨中截面仍基本符合平截面假定。粘贴CFRP板是一种有效加固木梁的方法。 A total of seven comparative tests were conducted on the CFRP board affixed with wooden beams, of which three were for comparison and four for CFRP board reinforcement. The results show that the ultimate load carrying capacity of CFRP board is obviously improved, with the increase range of 13.9% -63.4%, an average increase of 45.3%, the limit displacement also increased with an average increase of 22.2% and the initial bending stiffness slightly increased , An increase of 3.6% to 22.7%, an average increase of 15.8%. Reinforced wooden beams cross-section is still basically consistent with the assumption of cross-section. Paste CFRP board is a way to effectively reinforce wooden beams.