Three Cooperative Robotic Fabrication Methods for the Scaffold-Free Construction of a Masonry Arch

TL;DR

This paper introduces and validates three cooperative robotic fabrication methods for scaffold-free construction of masonry arches, demonstrating improved stability and structural performance through multi-robot strategies and optimization.

Contribution

It presents three novel cooperative robotic fabrication approaches and a simplified numerical model to analyze and optimize the stability of scaffold-free masonry structures.

Findings

Sequential and cantilever methods are viable but face scalability challenges.

Adding a third robot enables optimal fabrication sequencing via multi-objective optimization.

Optimized three-robot method significantly enhances structural stability.

Abstract

Geometrically complex masonry structures (e.g., arches, domes, vaults) are traditionally built with expensive scaffolding or falsework to provide stability during construction. The process of building such structures can potentially be improved through the use of multiple robots working together in a cooperative assembly framework. Here a robot is envisioned as both a placement and external support agent during fabrication - the unfinished structure is supported in such a way that scaffolding is not required. The goal of this paper is to present and validate the efficacy of three cooperative fabrication approaches using two or three robots, for the scaffold-free construction of a stable masonry arch from which a medium-span vault is built. A simplified numerical method to represent a masonry structure is first presented and validated to analyse systems composed of discrete volumetric elements. This method is then used to evaluate the effect of the three cooperative robotic fabrication strategies on the stability performance of the central arch. The sequential method and cantilever method, which utilize two robotic arms, are shown to be viable methods, but have challenges related to scalability and robustness. By adding a third robotic agent, it becomes possible to determine a structurally optimal fabrication sequence through a multi-objective optimization process. The optimized three robot method is shown to significantly improve the structural behavior over all fabrication steps. The modeling approaches presented in this paper are broadly formulated and widely applicable for the analysis of cooperative robotic fabrication sequences for the construction of discrete element structures across scales and materials.