码头改造中新老混凝土界面抗剪性能分析
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Analysis of shear performance of interface between existing concrete and new concrete in wharf reconstruction
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    摘要:

    码头改造工程中,新老混凝土界面抗剪强度是影响被改造构件受力性能的关键因素,但国内相关混凝土设计规范中并未提供明确的计算方法和要求。结合大荷载作用下码头构件改造实例,总结新老混凝土强度等级、界面配筋率、界面粗糙程度、界面剂、掺加纤维等因素对新老混凝土黏结性能的影响,对比美国标准和欧洲标准中新老混凝土界面抗剪强度的计算方法,并对改造工程中新老混凝土界面设计提出构造建议。结果表明,BS EN 1992-1-1的计算公式经济合理,推荐使用。

    Abstract:

    In the wharf reconstruction project,the interface shear strength between existing concrete and new concrete is the key factor affecting the mechanical performance of the reconstructed element. However,there is no definite calculation method or requirement in the Chinese concrete design code. We combine with the example of wharf element reconstruction under the heavy load,summarize the influence factors of interfacial bonding strength,such as the concrete strength grade of existing and new concrete,reinforcement ratio of interface,interface roughness,interface agent and mixing fiber in concrete,compare the calculation methods of shear strength for the interface between existing concrete and new concrete in American code and European code,and propose the suggestions for construction details of interface treatment between existing concrete and new concrete in reconstruction project.The results show that the calculation formula in BS EN 1992-1-1 is economical and reasonable,and it is recommended to use.

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梁 超,陈文明.码头改造中新老混凝土界面抗剪性能分析[J].水运工程,2021(10):209-215.

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  • 在线发布日期: 2021-10-12
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