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一种CFRP筋在预应力混凝土梁中的应用研究
引用本文:戴绍斌,朱健,张鹏.一种CFRP筋在预应力混凝土梁中的应用研究[J].广西大学学报(自然科学版),2005,30(3):197-201.
作者姓名:戴绍斌  朱健  张鹏
作者单位:武汉理工大学,设计研究院,武汉,430070;广西工学院,广西,柳州,545006
基金项目:湖北省建设厅科技攻关项目(K200331).
摘    要:碳纤维增强塑料筋(CFRP筋)是一种强度高、密度小、耐腐蚀性能良好的非金属材料,可以替代预应力混凝土结构中的普通预应力钢筋,有较大的发展前景.本文对一种国产CFRP筋应用于预应力混凝土梁中的相关性能进行了试验研究,研究内容包括在混凝土中的粘结性能、张拉阶段的预应力损失以及梁试件的受力性能.研究结果表明该筋及其配套锚具适用于后张无粘结预应力混凝土梁中,相应张拉阶段的预应力损失以及梁试件在加载阶段的受力情况与普通无粘结预应力混凝土粱相似,具有一定的工程应用价值.

关 键 词:CFRP筋  粘结性能  无粘结  预应力损失
文章编号:1001-7445(2005)03-0197-05
收稿时间:2005-02-21
修稿时间:2005-08-17

The research on one kind of CFRP tendons applied in prestressed concrte beams
DAI Shao-bin,ZHU Jian,ZHANG Peng.The research on one kind of CFRP tendons applied in prestressed concrte beams[J].Journal of Guangxi University(Natural Science Edition),2005,30(3):197-201.
Authors:DAI Shao-bin  ZHU Jian  ZHANG Peng
Abstract:Carbon Fiber Reinforced Plastic (CFRP) tendon is a non-metal material which has high strength,low density and better corrosion resistant.It can be used in prestressed concrete structure to replace common prestressed reinforcement,so it has a better prospect.The article researches the performances of one kind of CFRP tendons which are applied in prestressed concrete beams.The subjects investigated include the bonding performance in concrete,the prestressing loss during stretching stage and the stress of the test beams in loading stage.The results show that these CFRP tendons and their corresponding anchorage devices are due to post-tensioned and unbonded concrete beams.The prestressing loss during stretching stage and the stress of the test beams in loading stage are similar to normal unbonded prestressed concrete beams.The research indicates that this kind of CFRP tendons has the potentiality to be used in projects.
Keywords:CFRP tendon  bonding performance  unbonded  prestressing loss
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