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作 者:殷粉芳[1,2,3] 陈年和[1,2,3] 苏海峰 YIN Fenfang;CHEN Nianhe;SU Haifeng(School of Architectural Construction,Jiangsu Vocational Institute of Architectural Technology,Xuzhou,Jiangsu 221116,China;Jiangsu Modern Construction Industrialization Technology Engineering Laboratory,Jiangsu Vocational Institute of Architectural Technology,Xuzhou,Jiangsu 221116,China;Key Laboratory of Building Structure Safety and Inspection in Xuzhou,Jiangsu Vocational Institute of Architectural Technology,Xuzhou,Jiangsu 221116,China;Nantong Construction Project Quality Supervision Station,Nantong.Jiangsu 226008,China)
机构地区:[1]江苏建筑职业技术学院建筑建造学院,江苏徐州221116 [2]江苏建筑职业技术学院江苏省现代建筑工业化技术工程实验室,江苏徐州221116 [3]江苏建筑职业技术学院徐州市建筑结构安全与检测重点实验室,江苏徐州221116 [4]南通市建设工程质量监督站,江苏南通226008
出 处:《江苏建筑职业技术学院学报》2019年第1期24-27,共4页Journal Of Jiangsu Vocational Institute of Architectural Technology
基 金:江苏省住房和城乡建设厅项目:高性能建筑修补加固材料的研究与应用(2017JH17001);江苏高校品牌专业建设工程资助项目(PPZY2015A085);2017年科技平台专项课题:纤维布增强钢筋混凝土梁力学性能研究(JYAPT17-09);徐州市科技项目:钢筋混凝土结构加速腐蚀当量环境谱研究(KC16SG280)
摘 要:为了研究钢筋外裹BFRP布后混凝土梁的抗弯承载力、延性系数、耗能能力及刚度,开展了钢筋混凝土梁抗弯试验.试验结果表明:与普通钢筋混凝土梁相比,钢筋外裹BFRP布后,梁的抗弯承载力、延性系数、耗能能力和刚度都有所提高.不同直径钢筋,梁的抗弯承载力、延性系数、耗能能力和刚度等提高程度不同.通过钢筋外裹纤维布的方法,能够有效地提高构件的承载力和抵抗变形能力,改善构件的抗震性能.提高了构件的耐久性,延长了建筑物的使用寿命.In order to study the flexural capacity, ductility coefficient, energy dissipation capacity and stiffness of concrete beams coated with BFRP,some experimental were carried out. The results show that compared with ordinary reinforced concrete beams, the flexural capacity, ductility coefficient, energy dissipation capacity and stiffness of the beams are improved after the reinforcement is wrapped with BFRP. The research results show that the fiber cloth method can effectively improve the bearing capacity and deformation resistance of the members, improve the seismic performance of the members, and is conducive to seismic resistance. Thus, the durability of the components is improved and the service life of the building is prolonged.
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