Space Grid Structures

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Deployable, foldable and retractable space grids

able roof segments A, B and C are 2400, 2200 and 1800 tonnes respectively.17,18 9 Architect: Roderick G. Robbie Engineer: Michael Allen, Adjeleian Allen Rubeli Limited Space frame contractor: Dominion Bridge Co.

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In this chapter we have seen some innovative ideas and methods of using folding, deployable and retractable space grids. Single-layer folding grids are also being explored by Chuck Hobermann in the USA. Given the versatility of folding grid structures there is great potential for their extensive adoption for construction projects in the future. There is considerable scope for their application for a wide variety of uses such as as an economic method of erection or as a means of providing easily adaptable or demountable and reusable structures.

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Pérez Valcárcel, J. and Escrig, F. (1994). Pioneering in expandable structures: the Madrid 1 notebook by Leonardo da Vinci. Bulletin of the International Association for Shell and Spatial Structures, 35/1 (114), 33–45. Escrig, F. (1993). Las Estructuras de Emilio Pérez Piñero. In Arquitectura Transformable, (F. Escrig, ed.) p. 26 (in Spanish). Escuela Técnica Superior de Arquitectura de Sevilla (ETSAS). Hernandez, C. H. and Zalewski, W. (1993). Expandable structure for the Venezuelan Pavilion at Expo ’92. In Space Structures 4 (G. A. R. Parke and C. M. Howard, eds) vol. 2, pp. 1710–19, Thomas Telford. Hernandez, C. H. (1991). Mobile and rapid assembly structure. Engineering (P. S. Bulson, ed.) vol. 8, pp. 237–48, Computational Mechanics Publications. Loreto, A. (ed.) (1993). Pabellon de Venezuela Expo ’92 Sevilla, Instituto de Desarrollo Experimental de la Construccion, Universidad Central de Venezuela. R. Buckminster Fuller (1975). Synergetics. Macmillan. Ulm, R. C. and Heathcote, R. L. (1959). Dome built from top down. Civil Engineering, December, 29 (12), 872–5. Kawaguchi, M. and Mitsumune, S. (1984). A domical space frame foldable during erection.

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International Conference on Space Structures, pp. 982–87, University of Surrey, September. Kato, S., Kawaguchi, K. and Saka, T. (1995). Preliminary report on Hanshin earthquake. In Spatial Structures: Heritage, Present and Future (G. C. Giuliani, ed.) vol. 2, pp. 1059–66, quote p. 1064, SGE. Dorai, J. (1989). Indoor stadium will be ready ahead of time. The Straits Times, 1 March 1989, p. 39. Abe, M., Aso, Y., Muto, Y., Kosaka, T., Harada, A., Kimura, I. and Shirai, T. (1993). Design and Construction of Singapore Indoor Stadium – an Example of Pantadome System. In Public Assembly Structures from Antiquity to the Present, Proceedings IASS Symposium, pp. 371–80, Mimar Sinan University. Kawaguchi, M. and Abe, M. (1998). A structural system suitable for rational construction. In Lightweight Structures in Architecture, Engineering and Construction, (R. Hough and R. Melchers, eds) pp. 85–94, LSAA. Escrig, F., Valcárcel, J. P. and Sánchez, J. (1995). Deployable structures squared in plan design and construction. In Spatial Structures: Heritage, Present and Future (G. C. Giuliani, ed.) vol.1, pp. 483–92, SGE. Escrig, F. (1993). Geometría de las Estructuras Desplegables de Aspas. In Arquitectura Transformable, (F. Escrig, ed.), p. 93 (in Spanish). Escuela Técnica Superior de Arquitectura de Sevilla (ETSAS). Pérez Valcárcel, J. B. (1993). Cálculo de Estructuras Desplegables de Barras. In Arquitectura Transformable, (F. Escrig, ed.), p. 125 (in Spanish). Escuela Técnica Superior de Arquitectura de Sevilla (ETSAS). Robbie, R. G. (1992). The Architecture of the Toronto Skydome. In Innovative Large Span Structures (N. K. Srivastava, A. N. Sherbourne and J. Roorda, eds) vol. 1, pp. 52–61, The Canadian Society for Civil Engineering. Allen, C. M. (1992). Toronto Skydome Roof Structure; Engineering Challenge. In Innovative Large Span Structures (N. K. Srivastava, A. N. Sherbourne and J. Roorda, eds) vol. 1, pp. 63–71, The Canadian Society for Civil Engineering. Charalambu, H. (1992). Design of the roof moving system. In Innovative Large Span Structures (N. K. Srivastava, A. N. Sherbourne and J. Roorda, eds) vol. 1, pp. 82–93, The Canadian Society for Civil Engineering.


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