Mortar for 3D printers using river sand, Portland cement and hydraulic lime

• Autorzy: Palacios Javier , Paredes Marcel , Castillo Tito , Paredes Oscar

Identyfikatory

DOI

10.22630/PNIKS.2020.29.4.34

• Języki publikacji: EN

Abstrakty

EN

The 3D printing is a construction technology that uses mortar to make elements and structures. In this research, four types of mortar were elaborated using Portland cement types I and HE, adding hydraulic lime. Mortars with cement types I and HE without hydraulic lime presented higher resistance to compression than mortars made with lime. The four mortars had an adequate resistance to compression and features that are suitable for use in 3D printers.

Słowa kluczowe

EN

3D printing; mortars; hydraulic lime; resistance; compression

• Wydawca: Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
• Czasopismo: Przegląd Naukowy Inżynieria i Kształtowanie Środowiska
• Rocznik: 2020
• Tom: Vol. 29, No. 4
• Strony: 399--408
• Opis fizyczny: Bibliogr. 18 poz., rys., tab., wykr., zdj.

Twórcy

autor

Palacios Javier

• National University of Chimborazo, Faculty of Engineering, Av. Antonio José de Sucre Km 1,5, 060150 Riobamba, Ecuador

autor

Paredes Marcel

• National University of Chimborazo, Faculty of Engineering, Av. Antonio José de Sucre Km 1,5, 060150 Riobamba, Ecuador

autor

Castillo Tito

• National University of Chimborazo, Faculty of Engineering, Av. Antonio José de Sucre Km 1,5, 060150 Riobamba, Ecuador

autor

Paredes Oscar

• National University of Chimborazo, Faculty of Engineering, Av. Antonio José de Sucre Km 1,5, 060150 Riobamba, Ecuador

Bibliografia

• Altamirano, G., Cuevas, A. & Sanchez, Z. (2015). Utilización De Fibra De Coco En La Elaboración De Piezas Ecosustentables De Mampostería. Perspectiva En México Y Avance De Estudio [Use of coconut fiber for ecological bricklaying. Perspective in Mexico]. XX Congreso Nacional de Ingeniería Sísmica - SESPID, Mexico. Sociedad Mexicana de Ingeniería Sísmica. Retrieved from: https://www.researchgate.net/publication/288991375_UTILIZACION_DE_FIBRA_DE_COCO_EN_LA_ELABORACION_DE_PIEZAS_ECOSUSTENTABLES_DE_MAMPOSTERIA_PERSPECTIVA_EN_MEXICO_Y_AVANCE_DE_ESTUDIO
• American National Standard Institute/American Society for Testing and Materials [ANSI/ /ASTM] (1979). Standard method of laboratory determination of moisture content of soil. ANSI/ASTM D2216-71.ANSI/ASTM: Philadelphia.
• American Society for Testing and Materials [ASTM] (2003). Standard specification for concrete aggregates. ASTM C33-03. ASTM: West Conshohocken, PA.
• American Society for Testing and Materials [ASTM] (2004). Standard test method for normal consistency of hydraulic cement. ASTM C187-04. ASTM: Philadelphia.
• American Society for Testing and Materials [ASTM] (2005). Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39-05. ASTM: Philadelphia.
• American Society for Testing and Materials [ASTM] (2007). Standard test methods for compressive strength of hydraulic cement mortars (using 2-in. or 50-mm cube specimens). ASTM C109/C109M-07. ASTM: Philadelphia.
• American Society for Testing and Materials [ASTM] (2014). Standard Test Method for Particle-Size Analysis of Soils. ASTM D422. ASTM: Philadelphia.
• Campillo Mejía, M. (2017). Prefabricación en la arquitectura: Impresión 3D en hormigón [Precast architecture: concrete 3D printing] [thesis]. ETSAM - Universidad Politécnica de Madrid, Madrid. Retrieved from: http://oa.upm.es/47556/1/TFG_Campillo_Mejias_Miriam.pdf
• Hager, I., Golonka, A. & Putanowicz, R. (2016). 3D printing of buildings and building components as the future of sustainable construction? Procedia Engineering, 151, 292-299. https://doi.org/10.1016/j.proeng.2016.07.357
• Khalil, N., Aouad, G., El Cheikh, K. & Rémond, S. (2017). Use of calcium sulfoaluminate cements for setting control of 3D-printing mortars. Construction and Building Materials, 157, 382-391. https://doi.org/10.1016/j.conbuildmat.2017.09.109
• Le, T.T., Austin, S.A., Lim, S., Buswell, R.A., Gibb, A.G.F. & Thorpe, T. (2012). Mix design and fresh properties for high-performance printing concrete. Materials and Structures, 45(8), 1221-1232. https://doi.org/10.1617/s11527-012-9828-z
• Malaeb, Z., Hachem, H., Tourbah, A., Maalouf, T., El Zarwi, N. & Hamzeh, F. (2015). 3D concrete printing: machine and mix design. International Journal of Civil Engineering and Technology, 6(6), 14-22.
• Sakin, M. & Kiroglu, Y.C. (2017). 3D printing of buildings: construction of the sustainable Hhouses of the future by BIM. Energy Procedia, 134, 702-711. https://doi.org/10.1016/j.egypro.2017.09.562
• Salazar, M.A.M. (2016). Elaboracion de una dosificacion para fabricacion de superadobe, con ensacado de yute, cabuya [Obtaining of Superadobe, with jute, cabuya bagging]. Riobamba: Universidad Nacional de Chimborazo.
• Salguero, C.E.M. (2018). Diseño de un mortero con cemento portland tipo i y he incluida cal hidráulica para su uso en impresoras 3D [Mortar design with type I portland cement and hydraulic lime for use in 3D printers]. Riobamba: Universidad Nacional de Chimborazo.
• Torres Remón, R. (2016). Diseño de hormigón para impresión en 3D [Concrete design for 3D printing]. Valencia: Universidad Politécnica de Valencia.
• Wu, P., Wang, J. & Wang, X. (2016). A critical review of the use of 3-D printing in the construction industry. Automation in Construction, 68, 21-31. https://doi.org/10.1016/ /j.autcon.2016.04.005
• Zijl, G. Van & Tan, M.J. (2017). Properties of 3D printable concrete. In Proceedings of the 2nd International Conference on Progress in Additive Manufacturing (Pro-AM 2016) (pp. 421-426). Singapore: Research Publishing