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首页> 外文期刊>Diffusion and Defect Data. Solid State Data, Part B. Solid State Phenomena >An Initial Investigation on the Potential Applicability of Non-Destructive Methods to Assessing Joint Condition in Prefabricated Structures
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An Initial Investigation on the Potential Applicability of Non-Destructive Methods to Assessing Joint Condition in Prefabricated Structures

机译:初步评估非破坏性方法在预制结构中评估节点状态的潜力

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摘要

Prefabricated structures have brought quite a new quality into the design of building construction method, which in turn required deeper theoretical knowledge, replacing empirical approaches by theory, replacing idealized and often simplified models of structure behaviour by accurate material physical models and load models. High rigidity of prefabricated concrete structures and the resulting stress states, which are mainly due to the volume change effects (temperature, humidity), effects of the foundation base shape variations etc., are among the most frequent causes of failures, particularly of joints of building elements featuring insufficient yield and bearing capacity. Investigation of all prefabricated building types shows progressing joint armature corrosion, considerable impairment of welds, which should secure the positional reliability of fa?ade slabs. The paper presents some results of our experimental study of the application potential of the impactecho method to the non-destructive assessment of the present joint condition in prefabricated structures.
机译:预制结构为建筑施工方法的设计带来了新的质素,这反过来需要更深的理论知识,用理论代替经验方法,用精确的材料物理模型和载荷模型代替理想的且通常是简化的结构行为模型。预制混凝土结构的高刚度以及由此产生的应力状态是导致失效的最常见原因,尤其是钢筋混凝土节点的破坏是由体积变化效应(温度,湿度),基础形状的变化等引起的。建筑构件的屈服强度和承载力不足。对所有预制建筑物类型的调查显示,接头的电枢腐蚀逐渐加重,焊缝明显受损,应确保立面板的位置可靠性。本文介绍了我们的实验结果,这些结果表明了冲击波方法在预制结构中当前节点状态的无损评估中的应用潜力。

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