The Effect of Accelerator Dosage on Fresh Concrete Properties and on Interlayer Strength in Shotcrete 3D Printing

被引:98
作者
Dressler, Inka [1 ]
Freund, Niklas [1 ]
Lowke, Dirk [1 ]
机构
[1] TU Braunschweig, Inst Bldg Mat Concrete Construct & Fire Safety, D-38106 Braunschweig, Germany
关键词
additive manufacturing; shotcrete 3D printing; interlayer strength; bond; accelerator; HARDENED PROPERTIES; DIGITAL FABRICATION; STRUCTURAL BUILDUP; BOND STRENGTH; CONSTRUCTION; EXTRUSION; ADHESION; SCC; PERFORMANCE; TECHNOLOGY;
D O I
10.3390/ma13020374
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Recently, the progress in 3D concrete printing has developed enormously. However, for the techniques available, there is still a severe lack of knowledge of the functional interaction of processing technology, concrete rheology and admixture usage. For shotcrete 3D printing technology, we present the effect of accelerator dosages (0%, 2%, 4% and 6%) on fresh concrete properties and on interlayer strength. Therefore, early yield stress development up to 90 min is measured with penetration resistance measurements. Deformation of layers under loading is investigated with digital image correlation and a mechanical testing machine. One point in time (10 min after deposition) is examined to quantify vertical buildability of elements depending on the accelerator dosage. Four different interlayer times (0, 2, 5 and 30 min), which occur for the production of small and large elements as well as due to delay during production, are investigated mechanically as well as quantitatively with computed tomography regarding the formation of cold joints. With increased accelerator dosage, an instantaneous increase in early age yield stress and yield stress evolution was observed. An increase in interlayer time leads to a reduced strength. This is mainly attributed to the observed reduced mechanical interlocking effect of the strands. Finally, a model to describe interlayer quality is presented. In the end, advantages as well as limitations of the findings are discussed.
引用
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页数:19
相关论文
共 61 条
[41]   Effects of layer-interface properties on mechanical performance of concrete elements produced by extrusion-based 3D-printing [J].
Nerella, Venkatesh Naidu ;
Hempel, Simone ;
Mechtcherine, Viktor .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 205 :586-601
[42]  
Nolte N., 2018, P 2018 SPRITZB ALP A
[43]   Bond Strength in 3D Printed Geopolymer Mortar [J].
Panda, Biranchi ;
Mohamed, Nisar Ahamed Noor ;
Tay, Yi Wei Daniel ;
Tan, Ming Jen .
FIRST RILEM INTERNATIONAL CONFERENCE ON CONCRETE AND DIGITAL FABRICATION - DIGITAL CONCRETE 2018, 2019, 19 :200-206
[44]   Measurement of tensile bond strength of 3D printed geopolymer mortar [J].
Panda, Biranchi ;
Paul, Suvash Chandra ;
Mohamed, Nisar Ahamed Noor ;
Tay, Yi Wei Daniel ;
Tan, Ming Jen .
MEASUREMENT, 2018, 113 :108-116
[45]   Fresh and hardened properties of 3D printable cementitious materials for building and construction [J].
Paul, Suvash Chandra ;
Tay, Yi Wei Daniel ;
Panda, Biranchi ;
Tan, Ming Jen .
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2018, 18 (01) :311-319
[46]   The role of early age structural build-up in digital fabrication with concrete [J].
Reiter, Lex ;
Wangler, Timothy ;
Roussel, Nicolas ;
Flatt, Robert J. .
CEMENT AND CONCRETE RESEARCH, 2018, 112 :86-95
[47]   Distinct-layer casting of SCC: The mechanical consequences of thixotropy [J].
Roussel, N. ;
Cussigh, F. .
CEMENT AND CONCRETE RESEARCH, 2008, 38 (05) :624-632
[48]   Rheological requirements for printable concretes [J].
Roussel, Nicolas .
CEMENT AND CONCRETE RESEARCH, 2018, 112 :76-85
[49]   RETRACTED: Influence of spraying on the early hydration of accelerated cement pastes (Retracted Article) [J].
Salvador, Renan P. ;
Cavalaro, Sergio H. P. ;
Cano, Miguel ;
Figueiredo, Antonio D. .
CEMENT AND CONCRETE RESEARCH, 2016, 88 :7-19
[50]   Effect of surface moisture on inter-layer strength of 3D printed concrete [J].
Sanjayan, Jay G. ;
Nematollahi, Behzad ;
Xia, Ming ;
Marchment, Taylor .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 172 :468-475