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Effects of Highly Crystalized Nano C-S-H Particles on Performances of Portland Cement Paste and Its Mechanism

机译:高结晶纳米C-H颗粒对波特兰水泥膏性能及其机理的影响

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摘要

In order to improve the early age strength of ordinary Portland cement-based materials, many early strength agents were applied in different conditions. Different from previous research, the nano calcium silicate hydrate (C-S-H) particles used in this study were synthesized through the chemical reaction of CaO, SiO2, and H2O under 120 °C using the hydrothermal method, and the prepared nano C-S-H particles were highly crystalized. The influences of different amounts of nano C-S-H particles (0%, 0.5%, 1%, 2% and 3% by weight of cement) on the setting time, compressive strength, and hydration heat of cement paste were studied. The hydration products and microstructure of the cement paste with different additions of nano C-S-H particles were investigated through thermogravimetry-differential thermal analysis (TG-DTA), X-ray powder diffraction (XRD), and scanning electron microscope (SEM) tests. The results show that the nano C-S-H particles could be used as an early strength agent, and the early strength of cement paste can be increased by up to 43% through accelerating the hydration of tricalcium silicate (C3S). However, the addition of more than 2% nano C-S-H particles was unfavorable to the later strength development due to more space being left during the initial accelerated hydration process. It is suggested that the suitable content of the nano C-S-H particles is 0.5%−1% by weight of cement.
机译:为了提高普通波特兰水泥材料的早期强度,许多早期强度剂施用在不同的条件下。与先前的研究不同,通过使用水热法通过120℃的CaO,SiO 2和H 2 O的化学反应合成本研究中使用的纳米硅酸钙水合物(C-S-H)颗粒,并使用水热法,并将制备的纳米C-S-H颗粒高度结晶。研究了不同量的纳米C-S-H颗粒(0%,0.5%,1%,2%和3重量%)对水泥浆的凝固时间,抗压强度和水化热量的影响。通过热重差异 - 差分热分析(TG-DTA),X射线粉末衍射(XRD)和扫描电子显微镜(SEM)试验,研究了用不同添加纳米C-S-H颗粒的水泥浆料的水合产物和微观结构。结果表明,纳米C-S-H颗粒可用作早期强度试剂,通过加速硅酸钙的水合(C3s),水泥浆料的早期强度可以增加至多43%。然而,由于在初始加速水合过程中留下的更多空间,增加了超过2%的纳米C-S-H颗粒对后来的强度显影是不利的。建议纳米C-S-H颗粒的合适含量为水泥重量的0.5%-1%。

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