首页|偏高岭土与石灰石粉增强3D打印水泥基材料的各向异性研究

偏高岭土与石灰石粉增强3D打印水泥基材料的各向异性研究

扫码查看
3D打印水泥基材料堆叠成型的工艺导致其条间接触面性能下降,偏高岭土的加入能够使材料孔隙率降低,力学性能提高,但偏高岭土的高需水性会造成打印条带表面水分损失,层间黏结性能下降,而石灰石粉的稀释效应可以改善这一点.本文研究了复掺偏高岭土与石灰石粉对3D打印水泥基材料各向异性的影响,并通过微观角度解释这两种材料影响力学性能的机理.结果表明,偏高岭土最佳质量掺量为12%,最佳复掺质量比例m(偏高岭土)∶m(石灰石粉)为2∶1,3D打印水泥基材料掺入偏高岭土后流动度显著下降,复掺石灰石粉后流动度提高.3D打印试块各方向抗压强度的大小为X>Z>Y>筑模,不同方向抗折强度变化规律与抗压强度基本相同,具有各向异性特征.
Anisotropic of 3D Printed Cement-Based Materials Reinforced with Metakaolin and Limestone Powder
3D printed cement-based materials decreases interstrip contact surface properties due to the stack molding process.Metakaolin can reduce porosity and improve mechanical property,but its high water demand cause water loss on the surface of printing strip,and the interlayer bonding performance decline.Limestone powder has a dilution effect,which can improve the high water demand of metakaolin.The influences of metakaolin and mixed limestone powder on anisotropic performance of 3D printed cement-based materials were studied,and the mechanism from a microscopic perspective was explained.The results show that the optimal mass content of metakaolin is 12%,and the optimal mixing mass ratio is m(metakaolin)∶m(limestone powder)is 2∶1.After adding metakaolin,the fluidity of 3D printed cement-based materials decreases significantly,the fluidity of mixed limestone powder increases.The compressive strength of 3D printed test block is characterized by X>Z>Y>molding,and the variation pattern of flexural strength in different directions is basically the same as the compressive strength,with anisotropic characteristics.

3D printingmetakaolinlimestone powderanisotropycompressive strengthflexural strength

张钊睿、罗素蓉、林欣

展开 >

福州大学土木工程学院,福州 350108

3D打印 偏高岭土 石灰石粉 各向异性 抗压强度 抗折强度

国家自然科学基金

52078139

2024

硅酸盐通报
中国硅酸盐学会 中材人工晶体研究院

硅酸盐通报

CSTPCD北大核心
影响因子:0.698
ISSN:1001-1625
年,卷(期):2024.43(5)