聚丙烯纤维自固结混凝土在建筑结构创新与可持续建设中的应用

W. Zatar, Hai Nguyen
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摘要

自固结混凝土(SCC)已成功地用于减少施工时间,提高混凝土结构的质量、性能和美观。本研究旨在开发环境友好型纤维增强混凝土(FRC),由SCC和再生聚丙烯(PP)纤维组成,用于城市建筑和交通基础设施的可持续建设。在SCC中添加PP纤维有助于减少收缩裂缝,提高混凝土材料的机械性能、耐久性和延展性。对几种自固结纤维钢筋混凝土配合比设计进行了试验研究。对含有微二氧化硅、粉煤灰和PP纤维的SCFRC混合物的材料和美学性能进行了评价。采用试验调整法获得了实际最优的SCFRC混合料,该混合料价格合理且易于制作,具有增强的抗压强度和美观性能。采用坍落度流动和空气含量测试方法测定了SCFRC混合料的新鲜性能,并对混合料的美学性能进行了评价。通过3天和7天的压缩试验,研究了SCFRC混合物的硬化性能。细/粗骨料、水和其他外加剂的用量不同,而所有混合物中硅酸盐水泥的含量保持不变。3天最大抗压强度为43.17 MPa,最大坍落度为736.6 mm。试验结果表明,SCFRC混合物的坍落度流动、空气含量和抗压强度值等材料性能得到改善,并且具有优异的外观。当含气量为4.8%、坍落度为660.4 mm时,SCFRC混合料的7天抗压强度为39.26 MPa。本研究中的混合物被证明有利于SCFRC在建筑结构中的潜在应用,包括建筑立面和美观的桥梁。
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Towards Innovative and Sustainable Construction of Architectural Structures by Employing Self-Consolidating Concrete Reinforced with Polypropylene Fibers
Self-consolidating concrete (SCC) has been successfully employed to reduce construction time and enhance the quality, performance, and esthetic appearance of concrete structures. This research aimed at developing environmentally friendly fiber-reinforced concrete (FRC) consisting of SCC and recycled polypropylene (PP) fibers for sustainable construction of city buildings and transportation infrastructure. The addition of the PP fibers to SCC helps reducing shrinkage cracks and providing enhanced mechanical properties, durability, and ductility of the concrete materials. Several mix designs of self-consolidating fiber-reinforced concrete (SCFRC) were experimentally examined. Material and esthetic properties of the SCFRC mixtures that include micro silica, fly ash, and PP fibers were evaluated. Trial-and-adjustment method was employed to obtain practically optimum SCFRC mixtures, mixtures that are affordable and easy to make possessing enhanced compressive strength and esthetic properties. Slump flow and air content testing methods were used to determine the fresh properties of the SCFRC mixtures, and the esthetic properties of the mixtures were also evaluated. The hardened properties of the SCFRC mixtures were examined using three- and seven-day compression tests. The amount of fine/coarse aggregate, water, and other admixtures were varied while the Portland cement content in all mixtures was maintained unchanged. The maximum three-day compressive strength was 43.17 MPa and the largest slump flow was 736.6 mm. Test results showed enhanced material properties such as slump flow, air content and compressive strength values of the SCFRC mixtures and their excellent esthetic appearance. The favorable seven-day compressive strength of the SCFRC mixture, with 4.8 percent air content and 660.4 mm slump flow, is 39.26 MPa. The mixtures’ in this study are proven to be advantageous for potential SCFRC applications in architectural structures including building façades and esthetically-pleasing bridges.
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