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Properties of Chemically Combusted Calcium Carbide Residue and Its Influence on Cement Properties

机译:化学燃烧碳化钙渣的性质及其对水泥性质的影响

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摘要

Calcium carbide residue (CCR) is a waste by-product from acetylene gas production. The main component of CCR is Ca(OH)2, which can react with siliceous materials through pozzolanic reactions, resulting in a product similar to those obtained from the cement hydration process. Thus, it is possible to use CCR as a substitute for Portland cement in concrete. In this research, we synthesized CCR and silica fume through a chemical combustion technique to produce a new reactive cementitious powder (RCP). The properties of paste and mortar in fresh and hardened states (setting time, shrinkage, and compressive strength) with 5% cement replacement by RCP were evaluated. The hydration of RCP and OPC (Ordinary Portland Cement) pastes was also examined through SEM (scanning electron microscope). Test results showed that in comparison to control OPC mix, the hydration products for the RCP mix took longer to formulate. The initial and final setting times were prolonged, while the drying shrinkage was significantly reduced. The compressive strength at the age of 45 days for RCP mortar mix was found to be higher than that of OPC mortar and OPC mortar with silica fume mix by 10% and 8%, respectively. Therefore, the synthesized RCP was proved to be a sustainable active cementitious powder for the strength enhanced of building materials, which will result in the diversion of significant quantities of this by-product from landfills.
机译:碳化钙残留物(CCR)是乙炔气生产过程中产生的废物副产品。 CCR的主要成分是Ca(OH)2,它可以通过火山灰反应与硅质材料反应,产生与水泥水化过程相似的产物。因此,有可能使用CCR代替混凝土中的波特兰水泥。在这项研究中,我们通过化学燃烧技术合成了CCR和硅粉,以生产新的反应性胶凝粉末(RCP)。通过RCP替代了5%的水泥,评估了在新鲜和硬化状态下的糊和砂浆的性能(凝固时间,收缩率和抗压强度)。还通过SEM(扫描电子显微镜)检查了RCP和OPC(普通硅酸盐水泥)浆料的水合情况。测试结果表明,与对照OPC混合物相比,RCP混合物的水合产物配制时间更长。初始和最终凝固时间延长,而干燥收缩率明显降低。发现RCP砂浆混合物在45天龄时的抗压强度分别比OPC砂浆和含硅粉混合物的OPC砂浆高10%和8%。因此,事实证明,合成的RCP是可持续的活性胶凝粉,可增强建筑材料的强度,这将导致大量此类副产品从垃圾填埋场转移。

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