The Influence of Viscosity-Modifying Agent and Calcium-Carbonate on 3D Printing Mortar Characteristics (2023-06)¶
10.1088/1755-1315/1195/1/012021
, Adi N., Kurniawan M., Agraputra A., Teopilus D., , ,
Journal Article - IOP Conference Series: Earth and Environmental Science, Vol. 1195, Iss. 1, No. 012021
Abstract
3D printing or additive manufacturing is an example of technology development in the construction sector. In 3D printing mortar, many things need to be considered regarding the characteristics of the mortar, such as workability, initial setting time, compressive strength, extrudability, and buildability. In previous studies, there were problems in the printing process, such as a lousy extrusion process and cracks in the 3D printing mortar sample. This study used calcium carbonate and a viscosity-modifying agent (VMA) to modify the mixture to achieve the desired characteristics. The extrudability and buildability were tested by observing the extrusion process and measuring the thickness and width of each layer printed. Based on the research, adding calcium carbonate and VMA can reduce workability and accelerate the initial setting time of the mixture. The use of VMA can reduce the compressive strength of the mixture. Using calcium carbonate and VMA can also increase the buildability of the mixture. From the compressive strength test, there was a decrease of 39.26% in the 3D printing mortar sample compared to the mortar cube sample. In addition, it was found that the 3D printing mortar is anisotropic, so the compressive force's direction affects the compressive strength produced.
¶
15 References
- Antoni Antoni, Agraputra A., Teopilus D., Sunaryo A. et al. (2021-11)
Investigation of the Material-Mixtures and Fiber-Addition for 3D Concrete Printing - Antoni Antoni, Widjaya David, Wibowo Alexander, Chandra Jimmy et al. (2020-12)
Using Calcium Oxide and Accelerator to Control the Initial Setting-Time of Mortar in 3D Concrete Printing - Chen Yu, Figueiredo Stefan, Li Zhenming, Chang Ze et al. (2020-03)
Improving Printability of Limestone-Calcined-Clay-Based Cementitious Materials by Using Viscosity-Modifying Admixture - Chen Yu, Figueiredo Stefan, Yalçınkaya Çağlar, Çopuroğlu Oğuzhan et al. (2019-04)
The Effect of Viscosity-Modifying Admixture on the Extrudability of Limestone and Calcined-Clay-Based Cementitious Material for Extrusion-Based 3D Concrete Printing - Chen Yu, Jansen Koen, Zhang Hongzhi, Rodríguez Claudia et al. (2020-07)
Effect of Printing-Parameters on Inter-Layer Bond Strength of 3D Printed Limestone-Calcined-Clay-Based Cementitious Materials:
An Experimental and Numerical Study - Craveiro Flávio, Duarte José, Bártolo Helena, Bartolo Paulo (2019-04)
Additive Manufacturing as an Enabling Technology for Digital Construction:
A Perspective on Construction 4.0 - Ding Zhu, Wang Xiaodong, Sanjayan Jay, Zou Patrick et al. (2018-11)
A Feasibility Study on HPMC-Improved Sulphoaluminate Cement for 3D Printing - Figueiredo Stefan, Rodríguez Claudia, Ahmed Zeeshan, Bos Derk et al. (2019-03)
An Approach to Develop Printable Strain-Hardening Cementitious Composites - Jayathilakage Roshan, Rajeev Pathmanathan, Sanjayan Jay (2020-01)
Yield-Stress-Criteria to Assess the Buildability of 3D Concrete Printing - Nerella Venkatesh, Mechtcherine Viktor (2019-02)
Studying the Printability of Fresh Concrete for Formwork-Free Concrete Onsite 3D Printing Technology (CONPrint3D) - Rahul Attupurathu, Santhanam Manu, Meena Hitesh, Ghani Zimam (2018-12)
3D Printable Concrete:
Mixture-Design and Test-Methods - Souza Marcelo, Ferreira Igor, Moraes Elisângela, Senff Luciano et al. (2020-09)
3D Printed Concrete for Large-Scale Buildings:
An Overview of Rheology, Printing Parameters, Chemical Admixtures, Reinforcements, and Economic and Environmental Prospects - Tay Yi, Qian Ye, Tan Ming (2019-05)
Printability-Region for 3D Concrete Printing Using Slump- and Slump-Flow-Test - Vergara Luis, Colorado Henry (2020-03)
Additive Manufacturing of Portland Cement-Pastes with Additions of Kaolin, Superplastificant and Calcium-Carbonate - Yuan Qiang, Li Zemin, Zhou Dajun, Huang Tingjie et al. (2019-08)
A Feasible Method for Measuring the Buildability of Fresh 3D Printing Mortar
5 Citations
- Tushar Fazlul, Hasan Mehedi, Hasan Kamrul, Mawa Jannatul et al. (2026-01)
Factors Affecting Flowability and Rheological Behavior of 3D Printed Concrete:
A Comprehensive Review - Tarhan Yeşim, Tarhan İsmail, Şahin Remzi (2024-12)
Comprehensive Review of Binder Matrices in 3D Printing Construction:
Rheological Perspectives - Xiong Baocheng, Nie Ping, Liu Huanbao, Li Xiaoxi et al. (2024-08)
Evaluation and Optimization of Micro-Calcium-Carbonate-Modified 3D Printed Rubber-Crumb Concrete - Şahin Hatice, Mardani Ali, Mardani Naz (2024-07)
Performance Requirements and Optimum Mix Proportion of High-Volume Fly-Ash 3D Printable Concrete - Khan Shayan, Ghazi Syed, Amjad Hassan, Imram Muhammad et al. (2023-12)
Emerging Horizons in 3D Printed Cement-Based Materials with Nano-Material-Integration:
A Review
BibTeX
@article{anto_adi_kurn_agra.2023.TIoVMAaCCo3PMC,
author = "Antoni Antoni and N. Adi and M. E. Kurniawan and A. Agraputra and D. Teopilus and Pamuda Pudjisuryadi and Jimmy Chandra and Djwantoro Hardjito",
title = "The Influence of Viscosity-Modifying Agent and Calcium-Carbonate on 3D Printing Mortar Characteristics",
doi = "10.1088/1755-1315/1195/1/012021",
year = "2023",
journal = "IOP Conference Series: Earth and Environmental Science",
volume = "1195",
number = "1",
pages = "012021",
}
Formatted Citation
A. Antoni, “The Influence of Viscosity-Modifying Agent and Calcium-Carbonate on 3D Printing Mortar Characteristics”, IOP Conference Series: Earth and Environmental Science, vol. 1195, no. 1, p. 012021, 2023, doi: 10.1088/1755-1315/1195/1/012021.
Antoni, Antoni, N. Adi, M. E. Kurniawan, A. Agraputra, D. Teopilus, Pamuda Pudjisuryadi, Jimmy Chandra, and Djwantoro Hardjito. “The Influence of Viscosity-Modifying Agent and Calcium-Carbonate on 3D Printing Mortar Characteristics”. IOP Conference Series: Earth and Environmental Science 1195, no. 1 (2023): 012021. https://doi.org/10.1088/1755-1315/1195/1/012021.