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引用次数: 88

摘要

研究了部分替代细骨料的铸造砂混凝土的性能。考虑了铸造用砂的三种类型,即不添加粘土和煤的白细砂、铸造前的铸造砂(混合砂)和铸造后的铸造砂(废砂)。标准砂(M类)部分被这些类型的砂(0%、25%、50%、75%和100%)所取代。采用13种混凝土混合料进行本研究。测定了混凝土在90天内的强度和60天内的长度变化(干燥收缩和膨胀)。随着标准砂与铸造厂用砂替代水平的提高,混凝土强度下降。含有白砂的混凝土与含有废砂的混凝土在所有替换水平上表现出相似的强度。与掺入白砂或废砂的混凝土相比,混凝土混合物中掺砂比例高导致强度降低。在低置换水平(低于50%)时,强度未见增加。随着标准砂与三种砂替换水平的增加,混凝土长度变化量增大。掺废砂混凝土的干缩值较高,掺白砂混凝土的干缩值较低。含白砂混凝土的膨胀率一般低于其他两种类型的混凝土(混合和废砂),当砂替换量为25%时;在较高的水平上,得到了不同的趋势。
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Mechanical Properties of Concrete Containing Foundry Sand
The properties of concrete containing foundry sand as a partial replacement of fine aggregate were investigated. Three types of sand used in foundries were considered, the white fine sand without the addition of clay and coal, the foundry sand before casting (blended), and the foundry sand after casting (spent). The standard sand (Class M) was partially replaced by (0%, 25%, 50%, 75%, and 100%) these types of sand. Thirteen concrete mixtures were employed to conduct this study. Concrete strength up to 90 days and length change (drying shrinkage and expansion) up to 60 days were determined. As the replacement level of standard sand with sand used in foundries increased, the strength of concrete decreased. Concrete containing white sand showed somewhat similar strength to those containing spent sand at all replacement levels. The presence of high percentage of blended sand in the concrete mixture caused a reduction in strength as compared with concrete incorporating white sand or spent sand. The increase in strength was not observed at low replacement levels (less than 50%). The length change of concrete increased as the replacement level of standard sand with the three types of sand increased. Drying shrinkage values were higher in concrete containing spent sand and lower in concrete containing white sand. Expansion was generally lower in concrete containing white sand as compared with the other two types (blended and spent) at a low sand replacement level of 25%; and, a different trend was obtained at higher levels.
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