Compression Support Structures for Slabs

This paper presents a novel and rigorous approach for the design of efficient spatial support structures for flat slabs. Based on the given dead load of the slab and the topology of the supporting structure, this method allows form-finding of support stru

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Lars Hesselgren • Shrikant Sharma • Johannes Wallner Niccolo Baldassini • Philippe Bompas • Jacques Raynaud Editors

Advances in Architectural Geometry 2012

SpringerWienNewYork

Editors Lars Hesselgren . PLP Architecture London, UK Shrikant Sharma' Buro Happold, London, UK Johannes Wallner' TU Graz, AUT Niccolo Baldassini . RFR, Paris, FR Philippe Bompas . RFR, Paris, FR Jacques Raynaud . RFR, Paris, FR

This work is subject to copyright. All rights are reserved, whether the whole or part of the material is concerned, specifically those of translation, reprinting, re-use of illustrations, broadcasting, reproduction by photocopying machines or similar means, and storage in data banks. Product liability: The publisher can give no guarantee for the information contained in this book. The use of registered names, trademarks, etc. in this publication does not imply, even in the absence of a specific statement, that such names are exempt from the relevant protective laws and regulations and are therefore free for general use. © 2013 Springer-Verlag/Wien

SpringerWienNewYork is a part of Springer Science+Business Media springer. at Cover image: Philippe Bompas - Light Bunker Cor VI III. Image p. 13: Pavillon Philips, Exposition Internationale de 1958, Bruxelles, photo Lucien Herve, © FLC/ADAGP. Cover Design: WMXDesign GmbH, Heidelberg, Germany Translation Interview with Frederic Migayrou French - English: Colin Hutchison Printing and binding: Holzhausen Druck GmbH, Vienna, Austria Printed on acid-free and chlorine-free bleached paper SPIN: 86094183 Library of Congress Control Number: 2012945390 With numerous colored figures ISBN 978-3-7091-1250-2 SpringerWienNewYork

Conference Credits

Co-Chairs

Local Organizers

Workshops Chair

Lars Hesselgren Shrikant Sharma Johannes Wallner

Niccolo Baldassini Philippe Bompas Jacques Raynaud Maurizio Brocato Philippe Morel

Gregory Epps

Sean Hanna Michael Hofer Fran FORM

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1 - I~Bffil-'~1 80 () l~m"~1

Figure I: Left: Tectonics defined as the evaluation of relationships between material, technique, and form. Right: A proposed relational model that places the mould in the centre of a realisation process addressing complex shaped constructions.

3

Method

The new relational model forms the methodological basis of the research, and helps to identify essential parameters of geometrical consequences when material or technique is changed. Hence, the purpose of the model is to determine possible relations between a concept (idea), the material (concrete), and the technique (a mould material subjected to a technology), as presented in the final construction. The arrows in the model illustrate crucial considerations when choosing which forms, materials, and technique to work with. Three case studies are presented in this paper, investigating how these relations might unveil new ways of casting concrete in complex shapes, while fitting into the mode of production suggested by the available technologies.

3.1

Method development

The method was developed by considering the relations b