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MICROSTRUCTURE CHARACTERISTICS IN THE CEMENT PASTE CONTAINING MICRONIZED SAND FILLER

机译:含微粉化砂浆的水泥浆的微观结构特征

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In recent decades, the cement industry became aware, more and more, of the economic andenvironmental problems of concrete associated with the use of ordinary Portland cement(OPC). Attempts have been made to partially replace the cement by active or inertcomponents, such as limestone filler, fly ash and finer sands. Whether the blend material isfeasible and guarantees the long term properties in comparison with OPC is still an openresearch area. In this study, cement pastes with and without micronized sand have beeninvestigated by means of mercury intrusion porosimetry (MIP) and electronic scanningelectron microscope (ESEM). The proportion of replacement was 20% by weight. From theresults, paste with micronized sand (CM6) can increase the rate of hydration compared withOPC paste when the water to binder ratio is kept constant (w/b=0.4). When the water tocement ratio is kept constant (w/c=0.4), paste with micronized sand has lower porosity andfiner pore structure compared with OPC paste. Seen from the interfacial transition area, bigpores are mainly located around sand particles. Sand particles can give some contribution tocompensate the increasing of porosity in CM6.
机译:近几十年来,水泥工业越来越意识到与使用普通硅酸盐水泥(OPC)有关的混凝土的经济和环境问题。已经尝试用活性或惰性组分,例如石灰石填料,粉煤灰和细砂,部分替代水泥。与OPC相比,混合材料是否可行并保证长期性能仍是一个开放研究领域。在这项研究中,已经通过水银压入孔隙率法(MIP)和电子扫描电子显微镜(ESEM)研究了有无微粉化砂的水泥浆。替换比例为20重量%。结果,当水与粘合剂的比例保持恒定(w / b = 0.4)时,与OPC糊相比,微粉化砂(CM6)可以提高水合速率。当水压比保持恒定(w / c = 0.4)时,与OPC浆料相比,带有微粉化砂的浆料具有较低的孔隙率和更细的孔结构。从界面过渡区看,大孔主要位于砂粒周围。砂粒可以为补偿CM6中孔隙度的增加做出贡献。

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