Potential of Reusing 3D Printed Concrete (3DPC) Fine Recycled Aggregates as a Strategy towards Decreasing Cement Content in 3DPC

被引:3
|
作者
Skibicki, Szymon [1 ]
Federowicz, Karol [1 ]
Hoffmann, Marcin [2 ]
Chougan, Mehdi [3 ]
Sibera, Daniel [1 ]
Cendrowski, Krzysztof [1 ]
Techman, Mateusz [1 ]
Pacheco, Joao Nuno [4 ]
Liard, Maxime [5 ]
Sikora, Pawel [1 ]
机构
[1] West Pomeranian Univ Technol Szczecin, Fac Civil & Environm Engn, PL-70310 Szczecin, Poland
[2] West Pomeranian Univ Technol Szczecin, Fac Mech Engn & Mechatron, PL-70310 Szczecin, Poland
[3] Brunel Univ London, Dept Civil & Environm Engn, Uxbridge UB8 3PH, England
[4] CERIS c5Lab Sustainable Construct Mat Assoc, Edificio Cent Pk,Rua Cent Pk 6, P-2795242 Linda A Velha, Portugal
[5] Sika Technol AG Cent Res, Tuffenwies 16, CH-8064 Zurich, Switzerland
关键词
3D concrete printing; 3DPC; recycled aggregate; additive manufacturing; rheology; green strength; concrete; waste aggregate; BEHAVIOR;
D O I
10.3390/ma17112580
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
This paper explores the new potential strategy of using fine recycled aggregates (fRA) derived from waste 3D printed concrete (3DPC) as a substitute for cement in additive manufacturing. This study hypothesizes that fRA can optimize mixture design, reduce cement content, and contribute to sustainable construction practices. Experimental programs were conducted to evaluate the fresh and hardened properties, printability window, and buildability of 3DPC mixes containing fRA. Mixes with replacement rates of cement with fRA by 10 vol%, 20 vol%, 30 vol%, 40 vol%, and 50 vol% were produced. A comprehensive experimental protocol consisting of rheological studies (static and dynamic yield stress), dynamic elastic modulus determination (first 24 h of hydration), flexural and compressive strengths (2 d and 28 d), and an open porosity test was performed. The obtained results were verified by printing tests. In addition, an economic and environmental life cycle assessment (LCA) of the mixes was performed. The results indicate that up to 50 vol% cement replacement with fRA is feasible, albeit with some technical drawbacks. While fRA incorporation enhances sustainability by reducing CO2 emissions and material costs, it adversely affects the printability window, green strength, setting time, and mechanical properties, particularly in the initial curing stages. Therefore, with higher replacement rates (above 20 vol%), potential optimization efforts are needed to mitigate drawbacks such as reduced green strength and buildability. Notably, replacement rates of up to 20 vol% can be successfully used without compromising the overall material properties or altering the mixture design. The LCA analysis shows that reducing the cement content and increasing the fRA addition results in a significant reduction in mix cost (up to 24%) and a substantial decrease in equivalent CO2 emissions (up to 48%). In conclusion, this study underscores the potential of fRA as a sustainable alternative to cement in 3D printed concrete.
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页数:24
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