For every Olympic stadium, tight construction schedules are to be in place, in order to meet the deadline for the Olympics every four years. Moreover, stadium designs are expected to have that “WOW” factor so that the host country has bragging rights. We will explore the fast construction techniques in building these Olympic stadiums and the challenges and solutions that designers have to tackle.
2008 Beijing National Olympic Swimming Center
The center has 2 independent structures (precast reinforced concrete seating bowl and an outer steel frame) that are 50 feet apart. This is so both structures have independent stability systems to resist seismic loads and do not have to shake uniformly under the same frequency. Moreover, the precast reinforced concrete section is also divided into 6 individual sections.
The roof is separated from the precast section to provide extra resilience against the seismic loads. The roof is made out of double layer membrane structure with ETFE on upper part of roof and PTFE on lower part of roof. The roof is supported by cantilever trusses, which function to shade seats below.
The outer steel frame is made out of large steel beams that twist around the stadium. Naturally, stresses accumulate at the twists. The solution was to use a new type of steel called Q460, a high strength low alloy steel, for extra flexibility and strength for seismic resistance. Software was also used to accurately design the twisting of steel sections. Lateral loads are resisted by the steel lattice of the steel frame through the splitting of loads at each member intersection.
2012 London Paralympics Olympic stadium
The stadium also has two independent parts; a sunken concrete bowl, which forms the base tier of the stadium, and a structure for upper tiers and PVC polyester fabric roof membranes supported by tensioned cables. The foundation of the stadium is made out of 5,000 different piles (driven cast in situ piles, CFA piles and vibro concrete columns).
A main feature of the stadium is the sustainability aspect. The stadium used pipes from the surplus of North Sea Gas pipeline project, recycled granite, and steel tubes from Metropolitan Police guns for their structural design. The stadium also used a lightweight design approach and their end result was using steel that was only 1/4 of what was used in the Beijing Olympic Stadium.
Another feature of the stadium was using bolted connections for their compression trusses and roof columns, instead of welds. This provides for rapid assembly and disassembly.
2014 Sochi Olympic Stadium
The use of computerized BIM technology was crucial in the design stage. BIM with Tekla was used for 3D visualization, accuracy, and modeling non-standard parts with Tekla libraries of elements and parts.
1972 Munich Olympic Stadium
The roof of the stadium is the stadium’s main feature. Designed by Frei Otto, a renowned German architect and engineer who was famous for using tensile membrane structures, the roof membrane is made of polyester fabric coating with prestressed cables. The cables are supported by the vertical masts.
The roof uses balanced surface tension and curves near the masts for stability against snow and wind loads and for controlling deformation. Since the masts that support the roof membrane are either outside of the roof or suspended, this created a large column free space.
At that time, there were no developed computer programs to accurately determine the form and behavior of the roof. Therefore, extensive structural calculations and highly accurate prefabrication were needed. Preliminary form finding techniques were also used, such as making physical models, to examine the structural behavior.