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首页> 外文期刊>Frontiers in Materials >Post-processing Methods to Improve Strength of Particle-Bed 3D Printed Geopolymer for Digital Construction Applications
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Post-processing Methods to Improve Strength of Particle-Bed 3D Printed Geopolymer for Digital Construction Applications

机译:改善粒子型3D印刷地质聚合物强度的后处理方法

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The strength of powder-based 3D printed geopolymer samples immediately after the de-powdering process (‘green’ strength) is inherently very low. Therefore, different post-processing techniques have been explored in the previous study of the authors to enhance the ‘green’ strength of the printed geopolymer. The highest strength of around 30 MPa was achieved for the printed geopolymer sample cured in an alkaline solution for 7 days at 60°C. Although this strength is sufficient for a wide range of construction applications, the necessity for the heat curing procedure, which requires significant amount of energy, can compromise the sustainability credentials of the developed powder-based 3D printed geopolymer and limit its commercial viability and large-scale applications in the construction industry. To tackle this issue, this study aims to develop a new post-processing method which eliminates the necessity for the heat curing. The influences of type of curing medium, duration and temperature of curing, and testing direction on the compressive strength of the printed geopolymer were investigated. The ‘green’ printed geopolymer samples were immersed in four different curing mediums, including two sodium (Na)-based and two potassium (K)-based activators with different alakli modulus (SiO2/M2O where M=Na or K), and cured at two different curing temperatures (ambient temperature (23°C) versus 60°C) for 7 and 28 days. The compressive strength of the ‘post-processed’ printed geopolymer specimens was measured in two different testing directions, namely the binder jetting direction and layer stacking direction. The results showed that the 28-day compressive strength of the ambient temperature cured printed geopolymer sample was comparable to the 7-day compressive strength of the corresponding heat cured sample. Therefore, the feasibility of enhancing the strength of printed geopolymer by curing in an alkaline solution at ambient temperature was established. This newly developed post-processing method based on the ambient temperature curing is more viable and less energy-intensive, yet provides comparable strength, as compared to the previously developed post-processing method based on the heat curing. The results also showed that the strength of the printed geopolymer samples cured in the K-based activators was lower than that of the specimens cured in the Na-based activators.
机译:在脱粉过程(“绿色”强度)之后,立即粉末的3D印刷地质聚合物样品的强度固有非常低。因此,在先前的作者研究中已经探讨了不同的后处理技术,以提高印刷地缘聚合物的“绿色”强度。在60℃下在碱性溶液中固化7天的印刷地质聚合物样品,实现了大约30MPa的最高强度。尽管这种强度足以用于各种施工应用,但是需要大量能量的热固化程序的必要性,这可以损害所发育的粉末的3D印刷地质聚合物的可持续性凭证,并限制其商业活力和大量建筑业的规模应用。为了解决这个问题,本研究旨在开发一种新的后处理方法,消除了热固化的必要性。研究了固化介质,固化持续时间和温度的影响,以及测试方向对印刷地质聚合物的抗压强度。将“绿色”印刷的地质聚合物样品浸入四种不同的固化介质中,包括两个基于钠(NA)的钠(Na)和具有不同Alakli模量的钾(K)的活化剂(SiO 2 / M 2 O,其中M = Na或K),并固化在两个不同的固化温度下(环境温度(23°C)与60°C)7和28天。在两个不同的测试方向上测量“后处理后”印刷的地质聚合物样本的抗压强度,即粘合剂喷射方向和层堆叠方向。结果表明,环境温度固化印刷地质聚合物样品的28天抗压强度与相应热固化样品的7天压缩强度相当。因此,建立了通过在环境温度下固化在碱性溶液中加强印刷地质聚合物强度的可行性。这开发了基于环境温度固化的后处理方法更加可行,更低的能量密集,但提供了可比的强度,相比先前开发了基于热固化的处理方法。结果还表明,在基于K基活化剂中固化的印刷地质聚合物样品的强度低于在基于Na基活化剂中固化的样品的强度。

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