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The Application of Carbon Fiber Reinforcement in Tunnel Second Lining Cracks

机译:碳纤维增强在隧道第二衬砌裂缝中的应用

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Combining with actual tunnel second lining crack field investigation and cracking reason analysis, on the basis of the simulation analysis of the carbon fiber reinforcement effect to the tunnel lining cracks of the tunnel segment intersection by use of finite element analysis software Ansys, proposed reinforcement solutions by grouting firstly for more than 0.05 mm cracks and then sticking carbon fiber on the concrete surface to reinforce. Epoxy resin stick carbon fiber in the tunnel crack zone to make carbon fiber and concrete structure work together, then reinforce and improve the mechanical properties. The determination of reasonable reinforcement solutions, choosing appropriate fiber materials and controlling of construction quality are effective measures to guarantee the carbon fiber reinforcement effect.
机译:结合实际隧道第二衬砌裂缝现场调查和开裂原因分析,基于碳纤维增强效果对隧道段交叉口隧道衬砌裂缝的仿真分析,采用有限元分析软件ANSYS,提出的加固解决方案首先灌浆超过0.05毫米的裂缝,然后粘在混凝土表面上的碳纤维中加强。环氧树脂碳纤维在隧道裂缝区制造碳纤维和混凝土结构在一起,然后加强和改善机械性能。选择合理的增强液,选择合适的纤维材料和控制施工质量是有效措施,以保证碳纤维增强效果。

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