一种新型纳米颗粒固碳硅酸盐水泥

M. Tiong, R. Gholami, Yisong Li
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引用次数: 1

摘要

全球变暖是一个重要的问题,在过去的几十年里引起了人们的极大关注。气温升高的原因是温室气体排放到大气中,尤其是二氧化碳。碳捕获与封存(CCS)技术已被确立为将二氧化碳储存在地下并防止其释放到大气中最成功的方法之一。然而,在高压、高温(HPHT)条件下,由于波特兰水泥与干湿二氧化碳的化学相互作用会导致降解,因此在地下地层中很难含有二氧化碳。为了提高水泥抗二氧化碳侵蚀能力,已经进行了大量的研究,但在各种环境下对这些方法进行评估后发现,效果有限。考虑到纳米材料的独特特性,如高表面积、快速接触和耐热性,纳米玻璃片(NGF)和多壁碳纳米管(MWCNT)被认为是提高水泥效率的合适附加材料。对经过NGFs和MWCNTs处理的水泥样品,进行了大量的预碳化和后碳化试验。预碳化试验表明,随着塑性粘度的增加,ngfs基水泥的密度与纯水泥的密度保持不变。此外,建议不要在水泥中添加超过1wt%的ngf,因为这将导致高粘度的膏体,这将对泵送作业产生负面影响。另一方面,MWCNTs的粘度阈值约为0.25wt%。研究发现,通过使用纳米颗粒并采用适当的分散工艺,可以改善水泥的整体物理性能,减少波特兰石的形成,这对提高抗CO2侵蚀能力至关重要。在静态反应器中,对预碳化性能最好的样品进行水饱和超临界CO2处理56天。然后发现,在实验的后碳化阶段,CO2扩散到水泥中,加速了水泥的分解。样品重量大于0.5wt %。ngf和0.05 wt% MWCNTs的碳化区最小,表明水泥已碳化。然而,添加到每个样品中的纳米粒子的数量导致了不同程度的碳化。使用MWCNTs制成的水泥具有更高的抗压强度,因为它能够操纵CaCO3的晶体形状。另一方面,基于ngfs的水泥在抗二氧化碳方面可能是一个更好的解决方案。由于其成本比MWCNTs低得多,因此可以在不给项目带来高成本的情况下提高CCS作业中的水泥性能。
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A Novel Portland Cement for CO2 Sequestration by Nanoparticles
Global warming is a critical issue that has garnered significant attention during the last few decades. This temperature increase results from the emission of greenhouse gases into the atmosphere, most notably CO2. Carbon Capture and Storage (CCS) technology has been established as one of the most successful ways to store CO2 in underground layers and prevent it from being released into the atmosphere. However, CO2 is difficult to contain in subterranean layers subjected to high-pressure, high temperature (HPHT) conditions due to the degradation of Portland cement caused by chemical interaction with wet/dry CO2. Numerous studies have been conducted to increase the cement's resistance to CO2 attack, but limited effectiveness has been found when these methods have been evaluated under various settings. Given the distinctive properties of nanomaterials, such as high surface areas, quick contact, and resilience to heat, Nano Glass Flake (NGF) and Multiwall Carbon Nano Tube (MWCNT) were deemed to be suitable additional materials for increasing cement efficiency. On cement samples treated with NGFs and MWCNTs, a number of pre-carbonation and post-carbonation tests were performed. The pre-carbonation tests revealed that the density of NGFs-based cement remained constant with that of neat cement while the plastic viscosity increased. Additionally, it was recommended not to add more than 1wt% NGFs to the cement, as this would result in a high viscosity paste, which would negatively affect the pumping operation. On the other hand, this threshold for the viscosity of MWCNTs was roughly 0.25wt%. It was found that by using nanoparticles and employing a proper dispersion process, the cement's overall physical performance can be improved, and a lower amount of Portlandite is formed, which is critical for increased resistance to CO2 attack. In a static reactor, samples with the best pre-carbonation performance were subjected to water saturated supercritical CO2 for 56 days. It was then discovered that CO2 diffuses into cement and increases cement decomposition in the post-carbonation stage of the experiment. Samples weighing more than 0.5wt %. NGFs and 0.05 wt% MWCNTs had the smallest carbonated regions, indicating carbonated cement. However, the number of nanoparticles added to each sample resulted in a variable level of carbonation. Cement made using MWCNTs has a higher compressive strength due to its ability to manipulate CaCO3 crystal shape. NGFs-based cement, on the other hand, could be a better solution in terms of CO2 resistance. Due to their substantially lower cost than MWCNTs, it is possible to increase cement performance in CCS operations without imposing a high cost on projects.
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