Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) Web of Science
  • BUILDING MATERIALS AND PRODUCTS
  • 3D-printing with Concrete - Recent Advances at the TU Dresden
  • UDC 691.32:666.97
    Viktor S. MECHTCHERINE, Doctor of Technikal Scienes; Professor, e-mail: viktor.mechtcherine@tu-dresden.de
    Institute of Construction Materials, Technische Universitt Dresden, 01062 Dresden, Germany
    Abstract. The processing of cementitious materials is the technological core of the modern construction. In the recent years new construction techniques such as 3D concrete printing have been developed opening plethora of opportunities and technological advancements such as no need of formwork (considerable time and cost reductions), high geometrical flexibility and low dependency on skilled labor. However, the main significance and revolutionary potential of 3D concrete printing is seen in the context of Construction Industry 4.0 since it offers a logical and highly desired step from the already well developed tool of digital design and planning (CAD, BIM, etc.) towards the digital manufacturing, thus making construction a fully digitalized seamless process. This article provides a short overview of the recent research activities at the TU Dresden in the field of 3D-printing in concrete construction.
    Key words: 3D-printing, concrete, digital construction, steel reinforcement, fibre reinforcement, SHCC.
  • REFERENCES
    1. Mechtcherine, V., Nerella, V. N. 3D-printing with concrete: state of the art, trends, challenges. Bautechnik 95 (2018), pp. 275-287.
    2. Khoshnevis, B., Hwang, D., Yao, K.-T., and Yeh, Z. Mega-scale fabrication by contour crafting. International Journal of Industrial and Systems Engineering 1(2006), pp. 301-320.
    3. Buswell, R. A., Soar, R. C., Gibb, A. G. F., Thorpe, A. Freeform construction: mega-scale rapid manufacturing for construction. Automation in Construction 16 (2007), pp. 224-231.
    4. Dini, E., Monolite-UK-Ltd. D-Shape - steriolithography 3D-printing technology. Available at: http://www.d-shape.com/cose.htm (accessed Aug. 23, 2015).
    5. Nerella, V. N., Krause, M., Nther, M., Mechtcherine, V. Studying printability of fresh concrete for formwork free concrete on-site 3D-printing technology (CONPrint3D). 25th Conference on Rheology of Building Materials, Regensburg, Germany, Tredition GmbH, Hamburg, Regensburg (2016), pp. 236-246.
    6. Mechtcherine, V., Nerella, V. N. Formwork-free, continuous, monolithic construction using concrete 3D-printing: Feasibility study. Concrete Plant and Precast Technology 82 (2016), pp. 150-152.
    7. Mechtcherine, V., Nerella, V. N. Incorporating reinforcement in 3D-printing with concrete. Beton- und Stahlbetonbau 113 (2018), pp. 496-504.
    8. Curosu, I., Liebscher, M., Mechtcherine, V., Bellmann, C., Michel, S. Tensile behavior of high-strength strain-hardening cement-based composites (HS-SHCC) made with high-performance polyethylene, aramid and PBO fibers. Cement and Concrete Research 98 (2017), pp. 71-81.
    9. Mechtcherine, V., Nerella, V. N., Kasten, K. Testing pumpability of concrete using sliding pipe rheometer. Construction and Building Materials 53 (2014), pp. 312-323.
    10. Secrueru, E., Cotardo, D., Mechtcherine, V., et al. Changes in concrete properties during pumping and formation of lubricating material under pressure. Cement and Concrete Research 108 (2018), pp. 129-139.
    11. Nerella, V. N., Beigh, M. A. B., Fataei, S., Mechtcherine, V. Strain-based approach for measuring structural build-up of cement pastes in the context of digital construction. Cement and Concrete Research (2018) accepted for publication.
    12. Mechtcherine, V., Grafe, J., Nerella, V. N., Spaniol, E., Hertel, M., Fssel, U. 3D-printed steel reinforcement for digital concrete construction - Manufacture, mechanical properties and bond behavior. Construction and Building Materials 179 (2018), pp. 125-137.
    13. Curosu, I., Mechtcherine, V., Millon, O. Effect of fiber properties and matrix composition on the tensile behavior of strain-hardening cement-based composites (SHCCs) subject to impact loading. Cement and Concrete Research 82 (2016), pp. 23-35.
    14. Mller, S., Mechtcherine, V. Fatigue behaviour of strain-hardening cement-based composites (SHCC). Cement and Concrete Research 92 (2017), pp. 75-83.
    15. Altmann, M., Mechtcherine, V. Durability design strategies for new cementitious materials. Cement and Concrete Research 54 (2013), pp. 114-125.
    16. Ogura, H., Nerella, V. N., Mechtcherine, V. Developing and testing of strain-hardening cement-based composites (SHCC) in the context of 3D-printing. Materials 2018, no. 11(8), 1375.
    17. De Schutter, G., Lesage, K., Mechtcherine, V., Nerella, V. N., Habert, G., Juan, I. A. Vision of 3D-printing with concrete - technical, economic and environmental potentials. Cement and Concrete Research (2018), accepted for publication.
  • For citation: Mechtcherine V. S. 3D-printing with Concrete - Recent Advances at the TU Dresden. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2018, no. 8, pp. 40-47. (In English).


BACK