Pu Bei-Chen, Liu Bin, Li Li, Pang Wei, Wan Zhangrun
School of Highway, Chang'an University, Xi'an 710064, China.
CSCEC AECOM Consultants Co. Ltd., Lanzhou 730000, China.
Materials (Basel). 2021 Sep 2;14(17):5025. doi: 10.3390/ma14175025.
The possibility of using geopolymer instead of Portland cement could effectively reduce carbon dioxide emissions from cement manufacturing. Fibre-reinforced self-compacting geopolymers have great potential in civil engineering applications, such as chord member grouting for concrete-filled steel tubular truss beams. However, to the best of the authors' knowledge, the quantitative relationship between FF and the properties of the fibre-reinforced geopolymer has been rarely reported. In this research, 26 groups of mixtures were used to study the influence of the polypropylene fibre factor (FF) on the flowability and mechanical properties and also the compactness of the fibre-reinforced self-compacting geopolymer. At the same volume fraction, geopolymers with long fibres present worse flowability than those having short fibres due to the easier contacting of long fibres. By growing the FF the influence of fibre addition on the V-funnel flow rate is more significant than the slump spread. This can be ascribed to the consequence of fibre addition and friction by the V-funnel which estimates the restrained deformability. For FF lesser than critical factor Fc = 100, influence of fibres is negligible and fibres are far apart from each other and, thus, they cannot restrict cracking under load and transfer the load to improve the mechanical properties. For FF between the Fc = 100 and density factor Fd = 350, a noteworthy enhancement of mechanical properties was obtained and the geopolymer was still adequately workable to flow by weight of self, without any symbols of instability and fibre clumping. Under this condition, better fibre dispersal and reinforcing productivity can lead to better hardened properties. For FF higher than Fd = 350, fibres tend to come to be entwined together and form clumping resulting from the fibre balling, resulting in worse hardened properties. This research offers a sensible basis for the application of the workability regulator of the fresh properties of fibre-reinforced geopolymer as an operative way to basically obtain ideal mechanical properties.
使用地质聚合物代替波特兰水泥有可能有效减少水泥生产过程中的二氧化碳排放。纤维增强自密实地质聚合物在土木工程应用中具有巨大潜力,例如用于钢管混凝土桁架梁弦杆灌浆。然而,据作者所知,纤维因子(FF)与纤维增强地质聚合物性能之间的定量关系鲜有报道。在本研究中,使用26组混合料来研究聚丙烯纤维因子(FF)对纤维增强自密实地质聚合物的流动性、力学性能以及密实性的影响。在相同体积分数下,由于长纤维更容易相互接触,长纤维地质聚合物的流动性比短纤维地质聚合物更差。随着FF的增加,纤维添加对V型漏斗流速的影响比坍落度扩展更显著。这可以归因于纤维添加以及V型漏斗的摩擦作用,V型漏斗用于评估约束变形能力。当FF小于临界因子Fc = 100时,纤维的影响可忽略不计,纤维彼此相距甚远,因此它们在荷载作用下无法限制裂缝扩展并传递荷载以改善力学性能。当FF在Fc = 100和密度因子Fd = 350之间时,力学性能得到显著提高,并且地质聚合物仍具有足够的自密实流动性,没有任何不稳定和纤维团聚的迹象。在此条件下,更好的纤维分散和增强效果可导致更好的硬化性能。当FF高于Fd = 350时,由于纤维结团,纤维倾向于缠绕在一起并形成团聚,导致硬化性能变差。本研究为纤维增强地质聚合物新拌性能工作性调节剂的应用提供了合理依据,这是一种基本获得理想力学性能的有效方法。