Abstract:Concrete is the most used human-made material in the world, and it is responsible for around 8% of the total greenhouse gas emissions worldwide. Hence, efficient concrete construction methods are one of the main foci of research in architecture, civil engineering, and material science. One recent development that promises to achieve this goal is the use of digital fabrication for building components. Most investigations focus on direct extrusion 3D printing with concrete, which has already been covered in seve… Show more
“…Additive manufacturing (AM) in construction has changed these sustainability relationships because complex shapes can be manufactured without moulds, production-specific tooling, and additional workforce. Thus, several studies used AM techniques to produce the formwork for innovative, material-efficient, lightweight concrete slabs (Jipa and Dillenburger 2021;Hansemann et al 2021).…”
This paper presents the design and fabrication of a lightweight composite concrete slab prototype using 3D printing (3DP) of mineral foams. Conventionally, concrete slabs are standardized monolithic elements that are responsible for a large share of used materials and dead weight in concrete framed buildings. Optimized slab designs require less material at the expense of increasing the formwork complexity, required labour, and costs. To address these challenges, foam 3D printing (F3DP) can be used in construction as demonstrated in previous studies for lightweight facade elements. The work in this paper expands this research and uses F3DP to fabricate the freeform stay-in-place formwork components for a material-efficient lightweight ribbed concrete slab with a footprint of 2 x 1.3 m. For this advancement in scale, the robotic fabrication and material processing setup is refined and computational design strategies for the generation of advanced toolpaths developed. The presented composite of hardened mineral foam and fibre-reinforced ultra-high-performance concrete shows how custom geometries can be efficiently fabricated for geometrically complex formwork. The prototype demonstrates that optimized slabs could save up to 72% of total concrete volume and 70% weight. The discussion of results and challenges in this study provides a valuable outlook on the viability of this novel fabrication technique to foster a sustainable and resourceful future construction culture.
“…Additive manufacturing (AM) in construction has changed these sustainability relationships because complex shapes can be manufactured without moulds, production-specific tooling, and additional workforce. Thus, several studies used AM techniques to produce the formwork for innovative, material-efficient, lightweight concrete slabs (Jipa and Dillenburger 2021;Hansemann et al 2021).…”
This paper presents the design and fabrication of a lightweight composite concrete slab prototype using 3D printing (3DP) of mineral foams. Conventionally, concrete slabs are standardized monolithic elements that are responsible for a large share of used materials and dead weight in concrete framed buildings. Optimized slab designs require less material at the expense of increasing the formwork complexity, required labour, and costs. To address these challenges, foam 3D printing (F3DP) can be used in construction as demonstrated in previous studies for lightweight facade elements. The work in this paper expands this research and uses F3DP to fabricate the freeform stay-in-place formwork components for a material-efficient lightweight ribbed concrete slab with a footprint of 2 x 1.3 m. For this advancement in scale, the robotic fabrication and material processing setup is refined and computational design strategies for the generation of advanced toolpaths developed. The presented composite of hardened mineral foam and fibre-reinforced ultra-high-performance concrete shows how custom geometries can be efficiently fabricated for geometrically complex formwork. The prototype demonstrates that optimized slabs could save up to 72% of total concrete volume and 70% weight. The discussion of results and challenges in this study provides a valuable outlook on the viability of this novel fabrication technique to foster a sustainable and resourceful future construction culture.
“…Third, an UHPFRC mix was used for the casting with the formulation and mixing procedure described in (Jipa and Dillenburger 2021). The concrete was prepared in 30 l batches and gradually filled into the formwork with a team of 6 people.…”
This paper discusses the design and development of scale masonry structures using robot arms, computer vision hardware and bespoke computational workflows. In parallel to the development of full-scale masonry solutions using a Cable Driven Parallel Robot (CDPR), a faster method for testing large numbers of brick elements is needed to verify buildability, mitigate collisions, and think differently about recycled materials during real-world construction activities. Additionally, by incorporating scanning and analysis technology, materials can be digitized, and their attributes translated into variables for placement within an intended structure.
“…Dieses Ungleichgewicht zwischen der Kostenverteilung der temporären Schalung und der permanenten Betonstruktur führt zu einer paradoxen Herangehensweise an das Entwerfen und Bauen mit Beton. Um den Bauprozess möglichst günstig und schnell zu gestalten, folgen Betonelemente oft dem formalen Diktat einer einfachen Schalung, wodurch mehr Beton als nötig verwendet wird, aber die tatsächlichen Kosten der gebauten Struktur durch die Einfachheit der Schalung reduziert werden [4]. Dieses Paradoxon ist nicht nur bei der Verwendung von Beton auf der Baustelle selbst, sondern auch in der Vorfertigung zu erkennen.…”
Eine präzise, adaptive und individuelle Fertigung ermöglicht einen hohen Grad an Bauteildifferenzierung, die somit hocheffiziente und lastadaptierte Strukturen für den Betonfertigteilbau zugänglich macht. Während Fortschritte von Fertigungsseite durch zahlreiche Projekte in Forschung und Industrie demonstriert werden, so sind zugehörige Planungswerkzeuge weniger entwickelt. Um das volle Potenzial digitaler Fertigungsprozesse nutzen zu können, sind daher computerbasierte Methoden erforderlich, welche die flexible Anpassung von Bauteilgeometrien erlauben und eine fertigungsgerechte Planung ermöglichen. Die Modularisierung von Betonstrukturen muss den Anforderungen sowohl von Seiten der Tragfähigkeit wie auch der Fertigung gerecht werden. Planungswerkzeuge müssen diese Komplexität abbilden können. Simulationsbasierte Methoden, welche modularisierte Baustrukturen als komplexes System bauteilspezifischer Wechselwirkungen abbilden, bieten die Möglichkeit, bereits früh die Konsequenzen von Entwurfs‐ und Planungsentscheidungen abschätzen zu können. Dieser Beitrag zeigt einen agentenbasierten Planungsansatz auf, welcher insbesondere die additive Fertigung von Schalungen als Ergänzung bestehender Produktionskonzepte berücksichtigt. Die geometrischen Grundlagen für die simulationsbasierte Zerlegung von Bauteilen werden dargestellt und in einen durchgehenden Planungsprozess integriert.
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