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Aggregation size effect of graphene oxide on its reinforcing efficiency to cement-based materials

机译:石墨烯氧化物对水泥基材料增强效率的聚集尺寸效应

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摘要

Aggregation of graphene oxide (GO) in cement matrix greatly reduces its reinforcing efficiency to the mechanical properties of cement-based materials. However, current technology is too difficult to distinguish the aggregated GO from the complex components in hardened cement matrix, so how does the GO aggregation influence the mechanical properties of cement-based materials is still not clear. In this study, the aggregation size effect of GO on its reinforcing efficiency to cement-based materials was investigated by pre-aggregating GO in aqueous solutions by a novel extrusion method before mixing with cement particles. It was found that with the increasing aggregation size of GO from nanometers, micrometers to millimeters, its reinforcing efficiency to the compressive strength of cement paste was gradually reduced, because the intrinsic advantages of excellent mechanical properties and high specific surface area of GO faded away with the increasing size of GO. More importantly, the mechanism behind that the addition of GO always showed a stronger mechanical reinforcement to cement mortar than paste was revealed by measuring the particle size variation of aggregated GO in a simulated alkaline cementitious solution with and without sand under mixing process. The sand shearing effect on de-aggregation of GO by reducing their particle size, for the first time, was proposed. Compared with the aggregated GO with a larger size, the de-aggregated GO with a smaller size and larger specific surface area due to the sand shearing effect should be responsible for the stronger mechanical reinforcement to cement mortar. In conclusion, this study provides a new perspective to the GO reinforcing efficiency to the mechanical properties of cement-based materials in terms of aggregation size of GO and sand shearing effect.
机译:石墨烯氧化物(GO)在水泥基质中的聚集大大降低了其增强效率与水泥基材料的机械性能。然而,目前的技术太难以区分汇总从硬化的水泥基质中的复杂组分,因此,去聚合如何影响基于水泥基材料的机械性能仍未清楚。在该研究中,通过在用水泥颗粒混合前通过新挤出方法预聚集在水溶液中进行预聚集在水溶液中进行增强效率的聚集尺寸效应。结果发现,随着纳米的越来越多的聚集尺寸,微米到毫米,水泥浆料的抗压强度的增强效率逐渐减少,因为优异的机械性能和高比表面积的逐渐消失越来越大的去。更重要的是,通过测量聚集在模拟碱性水泥溶液中,在混合过程中,通过在混合过程中的模拟碱性水泥溶液中的粒度变化揭示了比糊状物的颗粒尺寸变化揭示了与水泥砂浆的颗粒尺寸变化展示的较强的机械加固后面的机械加固。提出了通过减少粒度的粒度,首次首次降低聚集的砂剪切效果。与尺寸较大的聚集液相比,由于砂剪切效果,通过较大的尺寸和较大的比表面积较大,应负责水泥砂浆的较强的机械加固。总之,本研究提供了一种新的视角,在GO和砂剪切效果的聚集尺寸方面对水泥基材料的机械性能进行了新的视角。

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