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Mechanical and Durability Properties of Concrete Made with Used Foundry Sand as Fine Aggregate

机译:用废砂细骨料配制的混凝土的力学性能和耐久性

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In recent years, the construction industry has been faced with a decline in the availability of natural sand due to the growth of the industry. On the other hand, the metal casting industries are being forced to find ways to safely dispose of waste foundry sand (FS). With the aim of resolving both of these issues, an investigation was carried out on the reuse of waste FS as an alternative material to natural sand in concrete production, satisfied with relevant international standards. The physical and chemical properties of the FS were addressed. The influence of FS on the behaviour of concrete was evaluated through strength and durability properties. The test results revealed that compared to the concrete mixtures with a substitution rate of 30%, the control mixture had a strength value that was only 6.3% higher, and this enhancement is not particularly high. In a similar manner, the durability properties of the concrete mixtures containing FS up to 30% were relatively close to those of control mixture. From the test results, it is suggested that FS with a substitution rate of up to 30% can be effectively used in concrete production without affecting the strength and durability properties of the concrete.
机译:近年来,由于建筑业的增长,建筑业面临着天然砂供应的下降。另一方面,金属铸造行业被迫寻找安全处置废弃铸造砂(FS)的方法。为了解决这两个问题,进行了有关废料FS作为混凝土生产中天然砂的替代材料的再利用的调查,并符合相关国际标准。 FS的物理和化学性质得到解决。通过强度和耐久性能评估了FS对混凝土性能的影响。测试结果表明,与替代率为30%的混凝土混合物相比,对照混合物的强度值仅高6.3%,并且这种增强不是特别高。以类似的方式,含有FS至多30%的混凝土混合物的耐久性能相对接近于对照混合物的耐久性能。从测试结果可以看出,取代率高达30%的FS可以有效地用于混凝土生产中,而不会影响混凝土的强度和耐久性。

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