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The Emirates Stadium ARCH241
Alexander Venditti + Ankit Gongal
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Why construct a new stadium?
Capitalize on greater match- day ticketing revenue Increase capacity from 38,000 to 60,000+ Develop a world class stadium to match the club’s aspirations on the field Previous ground, Highbury (constructed 1913) lacked modern faculties and overall spectator comfort Bring in off-season revenue
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The essentials Architect – Populous ( formerly HOK Sport)
Structural Engineer – Buro Happold Location – London Construction start date – July 2003 (opened 23 July 2006) Construction cost – £390 million Capacity – 60,261
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The Site 17 acre triangular site bounded by railway lines
Half a mile from the old stadium Previously an industrial estate, so needed to buy out the land and finance relocation Redevelopment of the surrounding area central to the project
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The Shape Ellipse, rather than a more traditional rectangle
Allows compliance with noise level zoning codes and minimize disruption Designed to allow as much natural light as possible Dictated by the site Construction depth kept to the minimum to avoid disrupting the skyline
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Stadium Superstructure
Combination of steel and concrete elements Lower tiers supported by reinforced concrete rakers Upper tier supported by the frame and the structural steel work
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Roofing options – Post and Beam
Simplest and oldest Row of columns parallel to the pitch Rare in modern stadia Obstructed views due to the columns “Goal post” structures
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Roofing options – Cantilever
Fairly standard Roof only supported from the back Cellular beams often used to deal with uplift
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Roofing options – Tension tied
Resist all loads through tension Often created highly curved shapes Cable net or structural membrane options Lightweight and sophisticated
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Roofing options – Space/rigid frame
Similar to post and beam but supports only at the end No restricted views Used in the Emirates Stadium System of 3 dimensional primary, secondary and tertiary trusses
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The Roof Structure Roof supported by combination of trusses
Triangular in section, made of welded tubular steel Two large trusses span 200m in North-South direction Hollow section members Compression and tension girders with struts resisting out of plane movement
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The Roof Structure Fabricated on-site in two halves in tubular steel
Trusses are supported by the stadium's vertical concrete cores and are connected to them by steel tripods Series of 64 articulated props help transmit the loads from the perimeter to the rear of the rakers Prismatic perimeter ring truss – inherently stable against lateral torsional buckling
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The Structural Organization
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The Roof Translucent polycarbonate dish-shaped roof suspended above the seating bowl The underside is clad with metallic panels that provide a seamless appearance Allows maximum sunlight Diffused sunlight and eliminating harsh sun shade
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The Roof Construction More expensive than tensile roofs
Allows for simultaneous structural steelwork and precast elements being constructed offsite Significantly reduce construction time
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The concrete cores Eight concrete cores within the elliptical
perimeter Gives stability Houses vertical circulation routes and service distribution routes
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The concrete cores Each concrete core houses four stairways, a passenger lift plus service access Useful landmarks for spectators All loads transmitted to the ground through a system of 600mm diameter bored cast in- situ piles (extend 18m into the underlying London clay)
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The model Steel wire, aluminums rod, plywood, clay, wood
Emphasis on the structure 1:600
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What can we learn? Emphasis on public transport, eliminating the need for huge car parking facilities Not just a stadium, but a redevelopment of the surrounding area – urban regeneration Completed ahead of schedule, and on budget
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References “Emirates Stadium, United Kingdom” Design-Build Network Dissertation –Emirates Stadium, Josh Murphy Stadium Rood Design - Emirates Structural Analysis – Civil Engineering –University of Cambridge, UK Stadium Rood Design - Emirates Structural Analysis
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