Effectiveness of the rheometric methods to evaluate the build-up of cementitious mortars used for 3D printing

被引:85
作者
Moeini, Mohammad Amin [1 ]
Hosseinpoor, Masoud [1 ]
Yahia, Ammar [1 ]
机构
[1] Univ Sherbrooke, Dept Civil & Bldg Engn, Sherbrooke, PQ, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Rheology; Build-up; Thixotropy; Concrete 3D printing; Nanoclay; STRUCTURAL BUILDUP; FRESH PROPERTIES; DIGITAL FABRICATION; YIELD-STRESS; CONCRETE; GEOPOLYMER; EXTRUDABILITY; THIXOTROPY; EXTRUSION; STRENGTH;
D O I
10.1016/j.conbuildmat.2020.119551
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the effectiveness of different rheometric methods to evaluate the build-up of the cementitious mortars used for 3D printing was investigated. In the first step, 15 paste mixtures proportioned with various dosages of the nanoclay and the high-range water-reducer were made. The optimized paste mixture was then selected to produce 4 mortar mixtures with different quartz sand contents and gradations. The build-up of the mixtures was evaluated using a non-rheometric method, namely mini-slump cone, as well as the rheometric methods, including the static yield stress, and the storage modulus evolutions. Finally, the printing experiments were carried out using a custom-made 3D printer to evaluate the effectiveness of the investigated methods to assess the build-up of the mortars. The results indicated that different testing methods contributed in understanding different aspects of the build-up such as rigidification at rest or under shear. Each of these build-up aspects provided valuable information on the extrudability and the shape stability of the printed layers. (C) 2020 Elsevier Ltd. All rights reserved.
引用
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页数:14
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