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预应力碳纤维加固混凝土梁板的可行性研讨
引用本文:朱永飞,徐文平,张兴才.预应力碳纤维加固混凝土梁板的可行性研讨[J].沙洲职业工学院学报,2008,11(1).
作者姓名:朱永飞  徐文平  张兴才
作者单位:1. 张家港市金港镇建筑管理所,江苏,张家港,215600
2. 东南大学土木工程学院,江苏,南京,210096
3. 沙洲职业工学院,江苏,张家港,215600
摘    要:讨论了传统的CFRP加固混凝土梁板的技术缺陷与不足,探讨了预应力CFRP混凝土梁板加固方法的优点,分析了各种预应力碳纤维加固施工工艺及预应力碳纤维加固梁板结构的合理性。

关 键 词:预应力  碳纤维  加固  梁板结构

Deliberation on the Concrete Beam and Slab Structure Reinforced by Pre-stressed Carbon Fiber
ZHU Yong-fei,XU Wen-ping,ZHANG Xing-cai.Deliberation on the Concrete Beam and Slab Structure Reinforced by Pre-stressed Carbon Fiber[J].Journal of Shazhou Polytechnical Institute of Technology,2008,11(1).
Authors:ZHU Yong-fei  XU Wen-ping  ZHANG Xing-cai
Affiliation:ZHU Yong-fei1,XU Wen-ping2,ZHANG Xing-cai3(1.Jingang Town Construction Administrative Ceter,Zhangjiagang City,Zhangjiagang 215600,China,2.Civil Engineering College of Southeast University,Nanjing 210096,3.Shazhou Professional Institute of Technology,China)
Abstract:The paper discussed technical flaw and insufficiencies of the traditional CFRP reinforced concrete beam and slab structure and the advantages of the pre-stressed CFRP concrete beam and slab structure,It also analyses the technology of any pre-stressed carbon fiber reinforced construction and its rationalities.
Keywords:Pre-stressed  carbon fiber  reinforce  beam and slab structure  
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