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Analysis of the present condition of the bridge over Poljanska Sora in Gorenja vas

机译:Gorenja vas中Poljanska Sora桥的现状分析

摘要

The thesis is focused on the analysis of the present condition of the bridge over PoljanskaudSora in Gorenja vas. Because the load-bearing structure is made from reinforced concrete,udthe first part of the thesis describes mechanical properties of concrete and reinforcementudand their mutual compatibility. After that, there is a description of processes and causes,udwhich influence on the deterioration of reinforced concrete structures. After the theoreticaludpart, there is a description of the bridge and a description of tests, which were made in orderudto define the present state of the structure. Tests are divided into two parts, field andudlaboratory tests. Field tests include description of the visible damages of the structure,udprocedure and the depth measurement results of the carbonation according to the Europeanudstandard SIST EN 14630:2007 and description of the concrete cored specimens drilingudaccording to the standard SIST EN 12504-1:2009. Taken coreds of the concrete fromudreinforced concrete parts of the bridge were analysed and described in the laboratory andudthen prepared for the further analyses and tests, which include tests for presence of chlorideudions at various depths, compressive strength measurements of the concrete in structuresudaccording to the European standard SIST EN 12504-1:2009 and the measurement ofudcarbonation depth in accordance with the same standard as for the field tests.udIn the last part of the thesis I have presented all completed tests and the final results as audpart of overall evaluation of the condition of the existing bridge construction over PoljanskaudSora.
机译:本文的重点是对Gorenja vas中Poljanska udSora上桥梁的现状进行分析。由于承重结构是由钢筋混凝土制成的,因此本文的第一部分描述了混凝土与钢筋的力学性能及其相互相容性。在此之后,将描述对钢筋混凝土结构劣化产生影响的过程和原因。在理论部分之后,有桥梁的描述和测试的描述,它们的顺序是为了定义结构的当前状态。测试分为两部分,现场测试和实验室测试。现场测试包括根据欧洲 udstandard SIST EN 14630:2007对结构的可见损伤,过程和碳化深度测量结果的描述,以及对根据SIST EN 12504-S标准浇筑的混凝土芯试样的描述1:2009。在实验室中分析和描述了从桥梁的钢筋混凝土部件中取出的混凝土芯,然后为进一步的分析和测试做准备,其中包括对各种深度的氯化物污染物的测试,混凝土的抗压强度测量在结构上根据欧洲标准SIST EN 12504-1:2009,并根据与现场测试相同的标准对渗碳深度进行测量。 ud在论文的最后一部分,我介绍了所有已完成的测试和最终结果是对Poljanska udSora上现有桥梁施工状况的总体评估的一部分。

著录项

  • 作者

    Živadinov Štebe Uroš;

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  • 年度 2015
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