SCRIM – Sparse Concrete Reinforcement in Meshworks

This paper introduces a novel hybrid construction concept, namely Sparse Concrete Reinforcement In Meshworks (SCRIM), that intersects robot-based 3D Concrete Printing (3DCP) and textile reinforcement meshes to produce lightweight elements. In contrast to existing 3DCP approaches, which often stack material vertically, the SCRIM approach permits full exploitation of 6-axis robotic control by utilising supportive meshes to define 3D surfaces onto which concrete is selectively deposited at various orientation angles. Also, instead of fully encapsulating the textile in a cementitious matrix using formworks or spraying concrete, SCRIM relies on sparsely depositing concrete to achieve structural, tectonic and aesthetic design goals, minimising material use. The motivation behind this novel concept is to fully engage the 3D control capabilities of conventional robotics in concrete use, offering an enriched spatial potential extending beyond extruded geometries prevalent in 3DCP, and diversifying the existing spectrum of digital construction approaches. The SCRIM concept is demonstrated through a small-scale proof-of-concept and a larger-scale experiment, described in this paper. Based on the results, we draw a critical review on the limitations and potentials of the approach.

[1]  Richard A. Buswell,et al.  3D printing using concrete extrusion: A roadmap for research , 2018, Cement and Concrete Research.

[2]  Kam-Ming Mark Tam,et al.  Robotics-Enabled Stress Line Additive Manufacturing , 2016 .

[3]  Annika Raatz,et al.  A New Robotic Spray Technology for Generative Manufacturing of Complex Concrete Structures Without Formwork , 2016 .

[4]  Joseph Pegna,et al.  Exploratory investigation of solid freeform construction , 1997 .

[5]  Philippe Block,et al.  History and overview of fabric formwork: using fabrics for concrete casting , 2011 .

[6]  Behrokh Khoshnevis,et al.  Automated construction by contour craftingrelated robotics and information technologies , 2004 .

[7]  Andrew Liew,et al.  Building in Concrete with an Ultra-lightweight Knitted Stay-in-place Formwork: Prototype of a Concrete Shell Bridge , 2018, Structures.

[8]  Fabio Gramazio,et al.  Complex concrete structures: Merging existing casting techniques with digital fabrication , 2015, Comput. Aided Des..

[9]  C. B. Costanzi 3d Printing Concrete onto Flexible Surfaces , 2016 .

[10]  Willi Viktor Lauer,et al.  Mesh‐Mould: Robotically Fabricated Spatial Meshes as Reinforced Concrete Formwork , 2014 .

[11]  Philippe Block,et al.  NEST HiLo: Investigating lightweight construction and adaptive energy systems , 2017 .

[12]  Karen L. Scrivener,et al.  Straight talk with Karen Scrivener on cements, CO2 and sustainable development , 2012 .

[13]  Mark Nelson,et al.  Fiber-Reinforced Polymer Stay-in-Place Structural Forms for Concrete Bridge Decks: State-of-the-Art Review , 2014 .

[14]  Freek Bos,et al.  Additive manufacturing of concrete in construction: potentials and challenges of 3D concrete printing , 2016, International Journal of Civil Engineering and Construction.

[15]  Sascha Hickert,et al.  Evaluation of free-form concrete architecture, moulding systems and their technical potentials , 2016 .