Utilization of recycled glass for 3D concrete printing: rheological and mechanical properties
Tóm tắt
The disposal of post-consumer glass has been a major issue due to its inert properties that may cause environmental effects, while recycling of these glasses is only feasible if the waste glass recovered is sorted into its different colour to prevent chemical incompatibility in the manufacturing process. 3D printing in building and construction has gain increasing attention in the past decade and provides a potential to sustainably utilize the recycled unsorted glasses. This paper examines the use of recycled glass as the fine aggregates for 3D concrete printing applications. Despite the several studies done on the use of recycled glass in concrete, there is a lack of focus on the rheology of the material which is essential to the performance of the material in 3D concrete printing. Although results have shown that the mechanical strength for the recycled glass concrete is lower than the sand aggregates concrete, yet the flow properties of the former is better than the latter. Nonetheless, a balance between the mechanical strength and flowability of the mix design should be studied. The future work revolves around the optimization of the mix design using a combination of sand and recycled glass, adjusting the gradation of recycled glass particles and addition of accelerators to improve its buildability and mechanical strengths.
Tài liệu tham khảo
Mohajerani A et al. (2017) Practical recycling applications of crushed waste glass in construction materials: a review. Constr Build Mater 156:443–467
Idir R, Cyr M, Tagnit-Hamou A (2010) Use of fine glass as ASR inhibitor in glass aggregate mortars. Constr Build Mater 24(7):1309–1312
Tan KH, Du H (2013) Use of waste glass as sand in mortar: part I–Fresh, mechanical and durability properties. Cement Concr Compos 35(1):109–117
Du H, Tan KH (2013) Use of waste glass as sand in mortar: part II–Alkali–silica reaction and mitigation methods. Cement Concre Compos 35(1):118–126
Tay YWD et al (2016) Processing and properties of construction materials for 3D printing. Mater Sci Forum 861:177–181
Tay YWD et al (2019) Time gap effect on bond strength of 3D-printed concrete. Virtual Phys Prototyp 14:104–113
Tay YWD et al (2017) 3D printing trends in building and construction industry: a review. Virtual Phys Prototyp 12(3):261–276
Jay G, Sanjayan BN, Xia M, Marchment T (2018) Effect of surface moisture on inter-layer strength of 3D printed concrete. Constr Build Mater 172:468–475
Bos F et al. (2016) Additive manufacturing of concrete in construction: potentials and challenges of 3D concrete printing. Virtual Phys Prototyp 11(3):209–225
Panda B et al. (2018) Measurement of tensile bond strength of 3D printed geopolymer mortar. Measurement 113:108–116
Wolfs RJM (2015) 3D printing of concrete structures. Master Thesis, Eindhoven University of Technology
Gosselin C et al. (2016) Large-scale 3D printing of ultra-high performance concrete–a new processing route for architects and builders. Mater Design 100:102–109
Le TT et al. (2012) Mix design and fresh properties for high-performance printing concrete. Mater Struct 45(8):1221–1232
Panda B et al. (2018) Current challenges and future potential of 3D concrete printing: Aktuelle Herausforderungen und Zukunftspotenziale des 3D-Druckens bei Beton. Mater Werkstofftech 49(5):666–673
Panda B et al. (2017) Additive manufacturing of geopolymer for sustainable built environment. J Clean Prod 167:281–288
Panda B, Tan MJ (2019) Rheological behavior of high volume fly ash mixtures containing micro silica for digital construction application. Mater Lett 237:348–351
Panda B, Unluer C, Tan MJ (2018) Investigation of the rheology and strength of geopolymer mixtures for extrusion-based 3D printing. Cement Concr Compos 94:307–314
Chen C et al. (2006) Waste E-glass particles used in cementitious mixtures. Cem Concr Res 36(3):449–456
Turgut P, Yahlizade E (2009) Research into concrete blocks with waste glass. Int J Civil Environ Eng 1(4):203–209
Batayneh M, Marie I, Asi I (2007) Use of selected waste materials in concrete mixes. Waste Manag 27(12):1870–1876
de Oliveira LAP, Castro-Gomes JP, Santos P (2010) Mechanical and durability properties of concrete with ground waste glass sand. In: J11DBMC International conference on durability of building materials and components, pp 1–8
Adaway M, Wang Y (2015) Recycled glass as a partial replacement for fine aggregate in structural concrete–Effects on compressive strength. Electron J Struct Eng 14(1):116–122
Abdallah S, Fan M (2014) Characteristics of concrete with waste glass as fine aggregate replacement. Int J Eng Tech Res 2(6):11–17
Ali EE, Al-Tersawy SH (2012) Recycled glass as a partial replacement for fine aggregate in self compacting concrete. Constr Build Mater 35:785–791
Park SB, Lee BC, Kim JH (2004) Studies on mechanical properties of concrete containing waste glass aggregate. Cement Concr Res 34(12):2181–2189
de Castro S, de Brito J (2013) Evaluation of the durability of concrete made with crushed glass aggregates. J Clean Prod 41:7–14
Ismail ZZ, Al-Hashmi EA (2009) Recycling of waste glass as a partial replacement for fine aggregate in concrete. Waste Manag 29(2):655–659
Lee G et al. (2013) Effects of recycled fine glass aggregates on the properties of dry–mixed concrete blocks. Constr Build Mater 38:638–643
Topcu IB, Canbaz M (2004) Properties of concrete containing waste glass. Cement Concr Res 34(2):267–274
Meyer C, Egosi N, Andela C (2001) Concrete with waste glass as aggregate. In: Proceedings of the international symposium concrete technology unit of ASCE and University of Dundee, pp 1–9
Malik MI, Manzoor A, Ahmad B, Asima S, Ali R, Bashir M (2014) Positive potential of partial replacement of fine aggregates by waste glass (< 600 micron) in concrete. Int J Civ Eng Technol 5(11):146–153
Limbachiya MC (2009) Bulk engineering and durability properties of washed glass sand concrete. Constr Build Mater 23(2):1078–1083
Ling T-C, Poon C-S, Kou S-C (2011) Feasibility of using recycled glass in architectural cement mortars. Cement Concr Compos 33(8):848–854
Taha B, Nounu G (2008) Properties of concrete contains mixed colour waste recycled glass as sand and cement replacement. Constr Build Mater 22(5):713–720
Weng Y et al. (2018) Design 3D printing cementitious materials via Fuller Thompson theory and Marson-Percy model. Constr Build Mater 163:600–610
Roussel N (2018) Rheological requirements for printable concretes. Cement Concr Res 112:76–85
Mahaut F et al. (2008) Effect of coarse particle volume fraction on the yield stress and thixotropy of cementitious materials. Cement Concr Res 38(11):1276–1285
Qian Y, Kawashima S (2016) Flow onset of fresh mortars in rheometers: contribution of paste deflocculation and sand particle migration. Cem Concr Res 90:97–103
Qian Y, Zhang D, Ueda T (2016) Interfacial tensile bond between substrate concrete and repairing mortar under freeze-thaw cycles. J Adv Concr Technol 14(8):421–432
Reiner M (1950) Deformation and flow. An elementary introduction to theoretical rheology. Phys Today 3(4):35
Qian Y, Kawashima S (2018) Distinguishing dynamic and static yield stress of fresh cement mortars through thixotropy. Cement Concr Compos 86:288–296
Cai W (2017) Effect of particle packing on flow property and strength of concrete mortar. Master Thesis, Iowa State University
Mangulkar MN, Jamkar SS (2013) Review of particle packing theories used for concrete mix proportioning. Int J Sci Eng Res 4(5):143–148
Marchon D, Kawashima S, Bessaies-Bey H, Mantellato S, Ng S (2018) Hydration and rheology control of concrete for digital fabrication: Potential admixtures and cement chemistry. Cem Concr Res 112:96–110
Hu J (2005) A study of effects of aggregate on concrete rheology. PhD Thesis, Iowa State University
Jiao D et al. (2017) Effect of constituents on rheological properties of fresh concrete-a review. Cem Concr Compos 83:146–159
Katz A, Baum H (2006) Effect of high levels of fines content on concrete properties. ACI Mater J 103(6):474
Panda B et al. (2019) Improving the 3D printability of high volume fly ash mixtures via the use of nano attapulgite clay. Compos Part B Eng 165:75–83
Qian Y, De Schutter G (2018) Enhancing thixotropy of fresh cement pastes with nanoclay in presence of polycarboxylate ether superplasticizer (PCE). Cem Concr Res 111:15–22
Malaeb Z et al. (2015) 3D concrete printing: machine and mix design. Int J Civil Eng 6(6):14–22