Marczyk Joanna, Ziejewska Celina, Gądek Szymon, Korniejenko Kinga, Łach Michał, Góra Mateusz, Kurek Izabela, Doğan-Sağlamtimur Neslihan, Hebda Marek, Szechyńska-Hebda Magdalena
Faculty of Material Engineering and Physics, Cracow University of Technology, Warszawska 24, 31-155 Kraków, Poland.
ATMAT Sp. z o.o., Siwka 17, 31-588 Kraków, Poland.
Materials (Basel). 2021 Nov 15;14(22):6874. doi: 10.3390/ma14226874.
Nowadays, one very dynamic development of 3D printing technology is required in the construction industry. However, the full implementation of this technology requires the optimization of the entire process, starting from the design of printing ideas, and ending with the development and implementation of new materials. The article presents, for the first time, the development of hybrid materials based on a geopolymer or ordinary Portland cement matrix that can be used for various 3D concrete-printing methods. Raw materials used in the research were defined by particle size distribution, specific surface area, morphology by scanning electron microscopy, X-ray diffraction, thermal analysis, radioactivity tests, X-ray fluorescence, Fourier transform infrared spectroscopy and leaching. The geopolymers, concrete, and hybrid samples were described according to compressive strength, flexural strength, and abrasion resistance. The study also evaluates the influence of the liquid-to-solid ratio on the properties of geopolymers, based on fly ash (FA) and metakaolin (MK). Printing tests of the analyzed mixtures were also carried out and their suitability for various applications related to 3D printing technology was assessed. Geopolymers and hybrids based on a geopolymer matrix with the addition of 5% cement resulted in the final materials behaving similarly to a non-Newtonian fluid. Without additional treatments, this type of material can be successfully used to fill the molds. The hybrid materials based on cement with a 5% addition of geopolymer, based on both FA and MK, enabled precise detail printing.
如今,建筑行业需要3D打印技术有一个非常活跃的发展。然而,这项技术的全面实施需要对整个过程进行优化,从打印思路的设计开始,到新材料的开发和应用结束。本文首次介绍了基于地质聚合物或普通硅酸盐水泥基体的混合材料的开发,这些材料可用于各种3D混凝土打印方法。研究中使用的原材料通过粒度分布、比表面积、扫描电子显微镜形态、X射线衍射、热分析、放射性测试、X射线荧光、傅里叶变换红外光谱和浸出进行了定义。根据抗压强度、抗弯强度和耐磨性对地质聚合物、混凝土和混合样品进行了描述。该研究还评估了液固比对基于粉煤灰(FA)和偏高岭土(MK)的地质聚合物性能的影响。还对分析混合物进行了打印测试,并评估了它们对与3D打印技术相关的各种应用的适用性。基于地质聚合物基体并添加5%水泥的地质聚合物和混合物,使最终材料的性能类似于非牛顿流体。无需额外处理,这种类型的材料可成功用于填充模具。基于水泥并添加5%地质聚合物(基于FA和MK)的混合材料能够实现精确的细节打印。