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Hardened and transfer properties of self-compacting concretes containing pre-coated rubber aggregates with crushed dune sand

机译:含有预涂层橡胶骨料的自压制混凝土的硬化和转移性能与碎沙丘砂

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摘要

Many researchers believe that the adhesion failure between rubber and cement paste is one of the main reasons the strength of concrete containing these aggregates drops sharply. This paper provides strength and durability experiment results which reveal the effect of pre-coating rubber granules with crushed dune sand in terms of their mechanical performance, these tests aimed to enhance the durability properties of self-compacting concretes (SCC) transfer properties and structure. Results show that mechanical properties of SCC made with treated rubber granules are improved compared with concrete mix made with the untreated rubber. Natural sand is replaced with 2.5% of rubber granules pre-coating with (0-20%) of crushed dune sand as partial replacement of cement. The compressive strength of SCC rises with the proportionate increase of the crushed dune sand percentage. This could confirm the strengthening of the transition zone (between cement paste and rubber aggregate) by introducing siliceous additions with high fineness.
机译:许多研究人员认为,橡胶和水泥膏之间的粘附失效是主要原体强度含有这些聚集体急剧下降的主要原因之一。本文提供了强度和耐用性实验结果,揭示了预涂层橡胶颗粒在其机械性能方面用碎沙丘砂的效果,这些试验旨在增强自压实混凝土(SCC)转移性能和结构的耐久性。结果表明,与用未处理的橡胶制成的混凝土混合物相比,使用经处理的橡胶颗粒制成的SCC的机械性能得到改善。用2.5%的橡胶颗粒预涂层用(0-20%)碎沙丘砂作为水泥的部分更换。 SCC的抗压强度随着碎沙丘砂百分比的比例增加而上升。这可以通过引入具有高细度的硅质添加剂来确认改变过渡区(在水泥糊和橡胶骨料之间)。

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