摘要
提出了后锚固钢筋加大钢筋混凝土梁、并粘碳纤维提高抗剪能力的加固方法,大幅度地提高了钢筋混凝土梁的承载能力,并且具有良好的整体抗震性及延性。
It gives a way to add the section of reinforced concrete beam with post- installed reinforcing bars and to increase shearing strength with carbon fiber sticking on the surface d reinforced concrete beam. At the same time, the bearing capacity of reinforced concrete beam will be increased greatly in this way, and the beam will keep good seismic stability and seismic ductility also.
出处
《四川电力技术》
2006年第3期56-58,共3页
Sichuan Electric Power Technology
关键词
后锚固
加固
加大截面法
碳纤维
化学植筋
post-installed fastenings
strengthening
structure member strengtheming with R.C.
carbon fiber
bonded rebars
