Within the context of double layered shells in architecture, there is contemporary research which is bringing relevant advancement in lightweight applications and structural performance for large span construction. Such topics have been explored during the last eight years by educational institutes such as the Institute for Computational Design and Construction ICD, the Institute of Building Structures and Structural Design ITKE and the Centre for Information Technology and Architecture CITA, creating the ground for this research.
Bending Bridges focuses on the development of a double-layered construction system for a free-standing load bearing lightweight wooden structure, through global double curvature, and local active bending principle. The project aim is the design and construction of a pedestrian bridge exploiting the elastic bending capacity of standard thin plywood.
The design explores structurally complex curved forms that both architectural and structural constraints. The arch and the surface curvature were designed and optimized computational structural analysis to carry loads directly to the foundation, allowing to withstand the weight of 5 people crossing the bridge while guaranteeing structural integrity with minimum displacement. The bridge’s global design has been driven by a spline-like curve, which allows an optimal distribution of while keeping minimum bridge inclinations on the bottom and top of the arch.
In order to allow the assembly of doubly-curved geometries, discretization of strip patterns introduced in the design process, generating of unique curvy-linear unrollable members.
The segmentation strategy adopted is intrinsically connected to the assembly sequence of the bridge, which is built section by section from two sides towards the . The double-layer system was integrated such process, which allowed to fix in place the curvature of each section without while maintaining internal stress forces used as stiffening factor. Exploring heat and humidity as material treatment, an efficient wood steaming method was developed in order to hygroscopically enhance the material bending properties allowing the assembly of a wider range of bent geometries and making the on-site manipulation of the material much easier. The system included a wooden box, a gas tank, a custom stove, sealed pots, stretchable aluminum pipes a hygrometer.
All the bridge members and connections are unique, digitally fabricated with machines, computationally designed in the 3D model and then materialized through CNC milling codes.
The entire construction process programmed fabrication and assembly stages to run . Although the development of the construction system took almost a year, the project’s fabrication and construction phases took only 4 weeks. The final demonstrator of the research has a constant cross section of 9 cm, a span of 12m and a maximum height of 2.5m.
Institution
Centro de Estudios Superiores de Diseño de Monterrey CEDIM
Course
Strip Strategies Studio 2018
Academic Director
David Durán
Professor
Djordje Stanojevic
Foundation Advisor
Jorge A. Jiménez
Structural Consultant
Kenryo Takahashi
System Development, Fabrication and Construction
Linda G. Carmona, Grecia C. Cortes, Ivan A. Durán, Mónica V. García, José L. García, A. Karen Garza, Isaac E. Garza, Patricia Gutiérrez, Denise Llano, Frania Y. Logan, Sergio Martinez, Carlos A. Muñoz, Alberto Ortega, J. Adrián Reyna, Ma. Fernanda Ruíz and Jesús E. Villalobos.
With the support of
Gabriela García, I. Fabrizio Hernandez, Christian Ortiz and Regina Zermeño.
Sponsors
STM Robotics, Ezequiel Cadena Bernal Madera, Aceros Fercom Rar - s.a. de c.v., Osel, Herramientas, Birlos y Tornillos, Coragui Rental - s.a. de c.v.., Montajes y Estructuras Delta, Andamios Monterrey
Photography by Héctor Pineda
Images courtesy of Centro de Estudios Superiores de Diseño de Monterrey CEDIM
