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Feasibility analysis of the reuse of waste filler of bituminous mixtures for the production of self-compacting concrete

机译:重复使用沥青混合料废料生产自密实混凝土的可行性分析

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The emergence of self-compacting concrete is a significant development in the construction industry since it greatly reduces execution time and labour costs, auxiliary resources and energy consumption. However, this type of material must continue to evolve to provide more efficient management of resources and a contribution to sustainable development. On the other hand, the possibility of revaluing the residues from one industry by reusing them as raw materials for another is nowadays seen as one of the most efficient solutions to the environmental problems caused by the construction industry. This paper conducts a feasibility analysis of the reuse of waste filler of bituminous mixtures for the production of self-compacting concrete. For that purpose, a comparative study of a reference self-compacting concrete, made with commercial filler, with another, made with recovered filler extracted from production plants of bituminous mixtures, was carried out. This article shows the results obtained after studying the behaviour of these two types of concrete both in fresh state (flowability and blocking resistance) and in hardened state (porosity, compressive strength and the evolution of carbonation depth in an accelerated carbonation process). According to the results obtained, the reuse of this waste material for the production of self-compacting concrete is not only perfectly possible but also provides the same guarantees as the usual commercial filler.
机译:自密实混凝土的出现是建筑行业的重大发展,因为它大大减少了执行时间和人工成本,辅助资源和能源消耗。但是,这类材料必须继续发展以提供更有效的资源管理和对可持续发展的贡献。另一方面,通过将一种工业的残留物再用作另一种工业的原料来重估来自一个工业的残留物的可能性如今被认为是解决由建筑业引起的环境问题的最有效解决方案之一。本文对将沥青混合料的废料再用于生产自密实混凝土的可行性进行分析。为此,对由商业填料制成的参考自密实混凝土与由沥青混合物生产厂提取的回收填料制成的参考自密实混凝土进行了比较研究。本文显示了在研究这两种类型的混凝土在新鲜状态(流动性和抗粘连性)和硬化状态(孔隙率,抗压强度以及加速碳化过程中碳化深度的演变)后的行为所获得的结果。根据获得的结果,将这种废料重新用于生产自密实混凝土不仅是完全可能的,而且可以提供与常规商业填料相同的保证。

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  • 来源
    《Materials & design 》 |2013年第4期| 372-380| 共9页
  • 作者单位

    IabIC, Laboratorio de Ingenieria de la Construction, ETSICCP, Universidad de Granada, C/Severo Ochoa s, 18071 Granada, Spain;

    Area de Ingenieria de la Construccion, ETSICCP, Universidad de Granada, C/Severo Ochoa s, 18071 Granada, Spain;

    labIC, Laboratorio de Ingeniera de la Constructin, ETSICCP, Universidad de Granada, C/Severo Ochoa s, 18071 Granada, Spain;

    Departamento de Constructions Arquitectnicas, Universidad de Granada, C/Severo Ochoa s, 18071 Granada, Spain;

    labIC, Laboratorio de Ingeniera de la Constructin, ETSICCP, Universidad de Granada, C/Severo Ochoa s, 18071 Granada, Spain;

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