A Comprehensive Review on Effects of Material Composition, Mix Design, and Mixing Regimes on Rheology of 3D-Printed Geopolymer Concrete

Prasad Barve, Alireza Bahrami, Santosh Shah
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Abstract

Recent years have witnessed a significant growth in the research and development of additive manufacturing methods involving concrete and cementitious materials, with technologies like three-dimensional (3D) printing becoming more widely used in the construction industry. Construction has the possibility to be revolutionized, not only in the context of cost savings but also in the context of increased sustainability and functionality. 3D printing of concrete is a cutting-edge technology that has the potential to speed up construction, reduce labor costs, give architects more creative freedom, improve precision, obviate requirements for formwork, and result in less construction wastes. In addition, 3D printing can be a long-term solution for both economy and environment. Even though 3D printing in concrete has made tremendous strides recently, developing an effective 3D-printable material that decreases material usage and enhances performance is critical for carbon dioxide reduction. Robust geopolymer formulations for 3D printing concrete technology in current construction applications have emerged as the subject of much research among scientists to find novel ways to circumvent this constraint. This study intends to highlight the current state of the art in developing 3D-Printed Geopolymer Concrete (3DPGC) with a comprehensive review related to the material composition, mix design, and mixing regimes on rheology of 3DPGC. The rheology of 3DPGC in terms of printability and buildability is discussed. The mixing regimes employed for the preparation of one-part and two-part 3DPGC are tabulated and commented on. Lastly, the research gaps are identified and summarized, and several research directions are also provided for future investigations to expedite the ubiquitous use of 3DPGC in versatile construction applications.
全面评述材料成分、混合设计和混合制度对三维打印土工聚合物混凝土流变性的影响
近年来,涉及混凝土和胶凝材料的增材制造方法的研究和开发有了显著增长,三维(3D)打印等技术在建筑行业的应用也越来越广泛。建筑业有可能发生革命性的变化,这不仅体现在节约成本方面,还体现在提高可持续性和功能性方面。混凝土三维打印技术是一项尖端技术,有可能加快施工速度、降低劳动力成本、为建筑师提供更多创作自由、提高精度、省去模板要求并减少建筑垃圾。此外,3D 打印技术还是经济和环境的长期解决方案。尽管三维打印混凝土技术最近取得了长足进步,但开发一种有效的可三维打印材料,减少材料用量并提高性能,对于减少二氧化碳至关重要。在当前的建筑应用中,用于 3D 打印混凝土技术的强效土工聚合物配方已成为科学家们的研究课题,以寻找新的方法来规避这一限制。本研究旨在通过对 3DPGC 的材料成分、混合设计和流变学混合机制的全面综述,重点介绍开发 3D 打印土工聚合物混凝土(3DPGC)的技术现状。从打印性和施工性的角度讨论了 3DPGC 的流变性。对制备单组分和双组分 3DPGC 所采用的混合机制进行了列表和评论。最后,确定并总结了研究空白,并为今后的研究提供了几个研究方向,以加快 3DPGC 在多种建筑应用中的普及。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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