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Performance of reactive magnesia cement formulations containing fly ash and ground granulated blast-furnace slag

机译:含粉煤灰和高炉矿渣粉的活性氧化镁水泥配方的性能

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摘要

This study investigated the performance of carbonated reactive MgO cement (RMC) and sealed MgO-SiO2 (RMS) concrete formulations. Fly ash (FA) and ground granulated blast-furnace slag (GGBS) replaced half of the binder component in each system. The assessment of hydration mechanisms via isothermal calorimetry was supported by performance evaluation involving the measurement of permeable pores and compressive strength. Samples were also studied via x-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), thermogravimetric analysis (TGA) and field emission scanning electron microscopy (FESEM). The formation of a continuous carbonate network was responsible for the strength development of RMC samples, whereas hydrate phases such as M-S-H were observed in RMS samples. Partial replacement of RMC with GGBS led to similar performances under carbonation. RMS samples revealed comparable strengths to PC-based samples, highlighting the potential of MgO-SiO2 binders to be used in similar applications without requiring any special curing conditions. (C) 2019 Elsevier Ltd. All rights reserved.
机译:这项研究调查了碳酸反应性MgO水泥(RMC)和密封MgO-SiO2(RMS)混凝土配方的性能。粉煤灰(FA)和磨碎的高炉矿渣(GGBS)替代了每个系统中一半的粘合剂成分。通过等温量热法对水合机理的评估得到性能评估的支持,该性能评估涉及对可渗透孔和抗压强度的测量。还通过X射线衍射(XRD),傅立叶变换红外光谱(FTIR),热重分析(TGA)和场发射扫描电子显微镜(FESEM)研究了样品。连续碳酸盐网络的形成是RMC样品强度发展的原因,而在RMS样品中观察到了水合物相,例如M-S-H。用GGBS部分替代RMC导致碳化后的性能相似。 RMS样品显示出与PC基样品可比的强度,突出了MgO-SiO2粘合剂在类似应用中不需要任何特殊固化条件的潜力。 (C)2019 Elsevier Ltd.保留所有权利。

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