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首页> 外文期刊>Leonardo Journal of Sciences >Properties of Self-Compacting Concrete Incorporating Waste Foundry Sand
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Properties of Self-Compacting Concrete Incorporating Waste Foundry Sand

机译:掺入铸造废砂的自密实混凝土的性能

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This paper demonstrates the possibilities of using waste foundry sand as partial replacement of sand in self-compacting concrete. Self-compacting concrete, as the name indicates, is a type of concrete that does not require external or internal compaction, because it becomes levelled and consolidated under its self-weight. Foundry sand is high quality silica sand used as a moulding material by ferrous and non-ferrous metal casting industries. It can be reused several times in foundries but, after a certain period, cannot be used further and becomes waste material, referred to as waste, used or spent foundry sand (WFS,UFS or SFS). This experimental investigation was performed to evaluate the strength and durability properties of SCC, in which natural sand was partial replaced with waste foundry sand (WFS). Natural sand was replaced with four percentage (0%, 10%, 15%, 20%) of WFS by weight. Fresh properties of self-compacting concrete were studied. Compression test and splitting tensile strength test were carried out to evaluate the strength properties of concrete at the age of 7, 28, and 56 days. In case of durability properties, sulphate resistance was evaluated at the age of 7, 28 and 56 days and Rapid Chloride Permeability test was conducted at age of 28 days. Test results showed that there is increase in compressive strength, splitting tensile strength of self-compacting concrete by incorporating waste foundry sand (WFS) as partial replacement by sand up to 15%. Resistance of concrete against sulphate attack and rapid chloride permeability were also improved for concrete mixes.
机译:本文证明了使用铸造废砂替代自密实混凝土中的砂的可能性。顾名思义,自密实混凝土是一种不需要外部或内部压实的混凝土,因为它会在其自重作用下流平并固结。铸造砂是优质的硅砂,可用于黑色金属和有色金属铸造行业的成型材料。它可以在铸造厂中重复使用多次,但在一定时期后不能再使用,而成为废料,称为废料,用过的或用过的铸造用砂(WFS,UFS或SFS)。进行该实验研究以评估SCC的强度和耐久性能,其中天然砂被铸造废砂(WFS)部分替代。用重量百分比为4%(0%,10%,15%,20%)的WFS代替天然砂。研究了自密实混凝土的新鲜性能。进行压缩试验和劈裂抗拉强度试验,以评估7、28和56天龄混凝土的强度性能。如果具有耐久性,则在7、28和56天龄时评估耐硫酸盐性,并在28天龄时进行快速氯化物渗透性测试。试验结果表明,通过掺入废铸造砂(WFS)作为砂的部分替代物,可增加自密实混凝土的抗压强度,劈裂抗拉强度,最高可达15%。对于混凝土混合物,还提高了混凝土的抗硫酸盐侵蚀性和快速的氯化物渗透性。

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