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碳纤维布加固混凝土构件的粘贴构造与锚固技术 被引量:9

Sticking Constitution and Anchorage of Carbon Fiber Sheet in Reinforcement Concrete Structures
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摘要 经试验研究 ,用碳纤维布加固混凝土构件可以有效提高构件的极限承载力和改善构件的变形性能 ,在极限荷载作用下已加固构件的破坏模式常为粘结锚固失效。因此 ,采用合理的粘贴构造和锚固措施是实现有效加固的关键环节。本文阐述这种加固方法中的构造要点 ,包括基面、粘贴、搭接。 As a result of test research, the ultimate strength and the deformation behavior can be raised greatly on reinforced concrete members by using carbon fiber sheet (CFS). The failure mode of the strengthened members is of debonding failure under the action of ultimate load. Therefore, the rational sticking constitution and the anchorage measure are the key links to realize effective reinforcement. This paper elaborates main points of constitution by CFS, including basic surface, sticking, lapping, anchorage and protecting etc. [
出处 《建筑科学》 2000年第6期34-37,共4页 Building Science
关键词 碳纤维布 加固 混凝土构件 carbon fiber sheet reinforced concrete members
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  • 6ZhiShen Wu,Jun Yin.Fracturing Behaviours of FRP-Strengthened Concrete Structures[J].Engineering Fracture Mechanics,2003(9):1339-1355.
  • 7J.G.Teng,S.T.Smith.Intermediate crack-induced debonding in RC Beams and Slabs[J].Construction and Building Materials,2003(17):447-462.
  • 8叶列平,方团卿,杨勇新,等.CFRP布在混凝土梁受弯加固中抗剥离性能的试验研究[A].高性能纤维增强复合材料在土木工程中应用的基础研究论文集[C].2007:337-349.
  • 9于天来.碳纤维加固钢筋混凝土梁性能研究[D].哈尔滨:东北林业大学博士学位论文,2005.
  • 10CECS146:2003.碳纤维片材加固混凝土结构技术规程[S].[S].,..

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