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Effect of Using Shell Molding Sand and Sodium Silicate Sand as Substitute Sources for Cement Raw Materials

机译:用壳型砂和硅酸钠砂替代水泥原料的效果

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The goal of this study focused on determining the optimal substituting percentage for producing cement fromnrecycled waste foundry sand (including shell molding sand and sodium silicate sand). Raw materials that werenused in preparing the pre-determined recipes were heated to 1,400u0002C for 6 h during the clinkerization process.nResultant clinkers were mixed with limestone to prepare the four types of cement (referred to as FEC-I, FEC-II,nFEC-III, and FEC-IV). Proposed results were compared with those of ASTM type I ordinary Portland cementn(OPC). Results demonstrate that the major components of OPC, including C3S, C2S, C3A, and C4AF, werenpresent in all clinkers. Compressive strength of the FEC pastes cured for 28 days was higher than that of the OPCnpaste. However, the compressive strengths with curing time between 28 and 90 days increased negligibly. X-rayndiffraction analyses of the hydrates of the OPC and the FEC pastes revealed that they comprised Ca(OH)2 and CS-nH gels. Signals in the 29Si magic-angle spinninguclear magnetic resonance (29Si MAS/NMR) spectra of thenFEC pastes demonstrated increases in intensity from Q1 and Q2 peaks in the hydrated pastes. The degree ofnhydration and the average length of the linear polysilicate anions in OPC pastes and the FEC pastes increasednwith time up to 90 days. This study demonstrated the feasibility and safety of utilizing waste shell molding sandn(7.6 wt.%) and sodium silicate sand (10.8 wt.%) in the cement manufacturing process.
机译:这项研究的目标集中在确定从未回收的铸造废砂(包括壳型砂和硅酸钠砂)生产水泥的最佳替代百分比。在熟化过程中将用于制备预定配方的原料加热到1400u0002C持续6 h.n将生成的熟料与石灰石混合以制备四种类型的水泥(称为FEC-I,FEC-II,nFEC -III和FEC-IV)。将拟议的结果与ASTM I型普通波特兰水泥(OPC)的结果进行了比较。结果表明,所有熟料中都存在OPC的主要成分,包括C3S,C2S,C3A和C4AF。固化28天的FEC浆料的抗压强度高于OPCnpaste。但是,固化时间在28天到90天之间的抗压强度可以忽略不计。 OPC和FEC糊的水合物的X射线衍射分析表明,它们包含Ca(OH)2和CS-nH凝胶。然后FEC浆料的29Si幻角旋转/核磁共振(29Si MAS / NMR)光谱中的信号表明,水合浆料中的Q1和Q2峰的强度增加。 OPC糊剂和FEC糊剂中的线性度和线性聚硅酸盐阴离子的脱水度和平均长度随时间的增加而增加,直至90天。这项研究证明了在水泥生产过程中使用废壳型砂(7.6重量%)和硅酸钠砂(10.8重量%)的可行性和安全性。

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