Facade Construction Manual

Page 21

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Allianz Arena Munich, DE 2005

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Architects: Herzog & de Meuron, Basel º  Archithese 04/2005 Arquitectura viva 91, 2003 Baumeister 06/2005 Hochparterre 08/2005

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• 66,500 m2 two-ply pneumatic foil cushion building shell made of fire-resistant ETFE • The ETFE structure has a high level of ­daylight transmission and an extremely low dead weight of less than 1.0 kg/m2 • Ventilators create a nominal internal pressure of 450 Pa (facade) and 300 Pa (roof) to stabilise the forms of the diamond-shaped cushions, which can measure up to 4.60 ≈ 17 metres. • Internal pressure can be adjusted to withstand varying wind conditions and snow loads. • LED lights mounted behind the foil cushions can evenly light up the membrane cushions in all the colours in the spectrum. The standard lighting is restricted to red, blue and white.

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1 LED lights – 24 for each cushion   2 Sun protection roller blind   3 Insulating glazing cladding a post-and-rail facade   4 Prefabricated spun concrete supports, Ø variable   5 Screw connection for spun concrete support   6 Smoothed and painted fibre-cement panel, 2≈ 12.5 mm, mineral wool 100 mm, steel-reinforced concrete edge beam   7 Hollow steel section, 200/300 mm, with rails for lift system   8 Flat steel facade bracket, 2≈ 100/80 mm   9 Compressed air for facade cushion, Ø 100 mm 10 PE compressed air pipe, Ø 50 mm 11 ETFE foil facade cushion, 0.2 mm 12 Ladder for lift system 13 Hollow steel section secondary structure, 120/220 mm 14 Galvanised steel sheeting rainwater gutter, 6 mm 15 Polyolefin profile gutter sealing around the joint, with profiling to absorb movement 16 Flat steel binding piece, 2≈ 250/30 mm 17 Hollow steel section secondary structure, 120/220 mm

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Vertical cross section Scale 1:50 Detail cross section Scale 1:20

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