根据多个国家的标准,综合分析了现有的复合钢筋混凝土公路桥梁柔性销钉支座耐久性试验方法

Nikolai Kozak
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引用次数: 1

摘要

在文章中,作者考虑了钢-钢筋混凝土桥梁跨度的风险元素的耐久性验证问题,特别是柔性销钉拐杖(«尼尔森锚»)。根据国内现有的法规框架,对公路桥用柔性销钉拐杖的耐久性试验没有要求;同时,对运行的上层建筑的调查结果表明,存在与这些构件的耐久性不足有关的问题。本文对世界上现有的风险要素耐久性测试方法进行了全面(定性和定量)的比较分析。在定性分析阶段,笔者根据8个国家和地区(俄罗斯、欧盟、美国、乌克兰、澳大利亚、加拿大、日本、中国)的规范总体考虑了要素耐久性的检验方法,重点介绍了一套基本的风险要素耐久性检验方法(俄罗斯、欧盟、美国、乌克兰)。根据所用模型的标准和模型中包含的参数,对基本集的模型进行了详细的定性分析。对选定的基本集技术进行了定量分析,与现有桥梁有关,包括移动荷载对风险元素的影响分析,使用所考虑的方法进行直接元素验证,以及通过Palmgren-Miner线性求和假设获得的元素的设计损伤比较。根据得到的设计损伤值,确定并分析了每种考虑方法和条件荷载模型的耐久性储备使用值。在定性和定量分析结果的基础上,作者对各种方法进行了比较,得出结论,并指出了国内现有方法的合理改进方向。
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Comprehensive analysis of existing endurance testing methods of flexible dowel crutches of composite reinforced concrete road bridges according to the standards of a number of countries
In the article, the author considers the verification issue of the endurance of the venture elements of steel-reinforced concrete spans of bridges, in particular, flexible dowel crutches («Nelson’s anchors»). According to the existing domestic regulatory framework, the endurance test of the flexible dowel crutches for road bridges is not required; at the same time, the survey’s results of the operated superstructures indicate the presence of problems associated with the insufficient endurance of these elements. The article presents comprehensive (qualitative and quantitative) comparative analysis results of the world’s existing approaches to testing the endurance of the venture elements. At the stage of qualitative analysis, the author considered methods of checking the endurance of elements in general according to the norms of 8 countries and regions (Russia, the European Union, the USA, Ukraine, Australia, Canada, Japan, China) and highlighted a basic set of methods for checking the endurance of the venture elements (Russia, the European Union, USA, Ukraine). The models of the basic set were subjected to a detailed qualitative analysis according to the criteria of the models used and the parameters included in them. The quantitative analysis of the selected basic set techniques, carried out in relation to the existing bridge, included an analysis of the effects of moving loads on the venture elements, direct elements verification using the considered methods, as well as the design damage comparison of the elements obtained by the Palmgren-Miner linear summation hypothesis. Based on the obtained values of design damage, the values of the use of endurance reserves were determined and analyzed for each of the considered methods and the conditional load model. Based on the results of the qualitative and quantitative analysis, the author draws conclusions based on the comparison of various methods and highlights the rational directions for improving the existing domestic methodology.
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