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The deteriorations of reinforced concrete and the option of high performances reinforced concrete

机译:钢筋混凝土的劣化和高性能钢筋混凝土的选择

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The durability of a reinforced concrete construction could be defined as the ability of the two materials, concrete and the embedded reinforcing steel, to maintain their physical and mechanical performances in satisfactory security conditions during the prescribed service life of the structure and in prescribed working conditions. From this, it can be deduced that the durability of a concrete construction is strongly related to that of concrete, the reinforcement being protected inside. Both, designers and contractors using this building material should concentrate on this acute durability problem particularly that environments nowadays are becoming more and more aggressive and the performances of the material are pushed to higher limits. In general, the sources of deterioration of concrete are linked to the direct influence of the external environment such as harmful chemical attacks and freeze-thawing. In these cases, the permeability of the concrete material is a crucial factor, which is strongly related to the quality of the concrete mix used. In this sense, high performances concrete, with its reduced quantity of mixing water and hence a reduced porosity and a compact internal structure, is expected to have a better behaviour by not allowing external aggressive agents to penetrate deeper inside. The sources of deterioration may also develop within the internal structure of the material and in this case the constituents of the concrete itself are the causes of the deteriorations of the material such as the Alkali-Silicate reaction, which induces an internal disruption ending up in a complete cracking of the concrete material and eventually in a strength reduction or a precipitated failure of the structure. This work studies the main causes of concrete deteriorations and emphasises on the challenges of high performances concrete as a viable option to enhance the durability of concrete constructions and hence to fulfil the need for a sustainable built environment.
机译:钢筋混凝土施工的耐久性可被定义为两种材料,混凝土和嵌入式加固钢的能力,在结构的使用寿命和规定的工作条件下保持令人满意的安全条件下的身体和机械性能。由此,可以推断出混凝土施工的耐久性与混凝土的耐用性强烈,内部受到保护。这两种,使用这种建材设计师和承包商应集中在这个尖锐问题耐久性特别是如今的环境正变得越来越激进和材料的性能都推到更高的限制。通常,混凝土的恶化源与外部环境的直接影响如有害的化学攻击和冻融的直接影响。在这些情况下,混凝土材料的渗透性是一个关键因素,与所用混凝土混合物的质量密切相关。从这个意义上讲,高性能混凝土,其混合水的数量减少,因此降低了孔隙率和紧凑的内部结构,预期通过不允许外部侵袭性剂渗透内部更好的行为。劣化源也可以在材料的内部结构内显影,并且在这种情况下,混凝土本身的成分是诸如碱硅酸盐反应的材料的劣化的原因,这诱导了最终的内部破坏完全破裂混凝土材料,最终处于强度降低或结构沉淀的故障。这项工作研究了混凝土劣化的主要原因,并强调高性能混凝土的挑战,作为增强混凝土建设耐用性的可行选择,从而实现可持续建筑环境的需求。

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