Abdullah bin Khalifa (Lakhwiya Stadium)

Entrant:                            Tensys Engineers Pty Ltd

  • Category:  4                ID Number:  6515
  • Location:                     Doha, Qatar

  • Client:                         Lakhwiya Sports Club

  • Completion Date:          February 2013

Credits:

  • Architect:                    Perkins Eastman (USA), ECG (Egypt)

  • Structural Engineer:     Tensys Engineers

  • Builder:                       Al Khayyat Development

  • Fabricator:                  Hardco

APPLICATION OF PROJECT:   

The development is to create a new stadium for the local Qatar League team ‘Lakhwiya’.  The works involve creating a 15,000 seat stadium with 4 grand stand sun shading roof.

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Skilled Stadium, Gold Coast

Entrant:              Tensys Engineering Pty Ltd
Location:             Robina, Qld.
Client:                The State of Qld. Major Sport Facilities Authority
Architect:            Populous (formerly HOK SVE)
Struct. Eng.:        SKM
Specialist:           Tensys Engineering Pty Ltd
Others:               Beenleigh Steel Fabrications Pty Ltd
Builder:              Watpac Limited
Fabricator:          Hightex GmBh

Freshly installed roof panels

Freshly installed Roof Panels

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The LSAA 2007 Conference held at the Gold Coast included a site visit to the nearby Robina Stadium which was under construction. The stage of construction was the installation of the tensioned fabric roof panels.

The following are some images taken during that visit.

Rio Tinto Stadium

Entrant:             Structurflex Ltd - Engineering Fabrication Installation
Location:            Sandy - Salt Lake City Utah USA
Client:                Salt Lake County - Utah & Real Salt Lake
Architect:           Rossetti Architects
Struct. Eng.:       Wade Design Engineers & Wayne Rendely PE
Builder:              Turner Construction
Fabricator:          Structurflex

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 LSAA09DA Cat3 3022 03
 

A link to view details (non-engineering) of the stadiums for the 2010 World Cup in South Africa:

http://www.smh.com.au/world-cup-2010/stadiums

Stadium profiles

Credits: The following article is adapted from
http://www.mediaclubsouthafrica.com/index.php?
option=com_content&view=article&id=
93:World+Cup+stadiums&catid=39:2010_bg&Itemid=59 

The 2010 Fifa World Cup will be played out in 10 newly built or upgraded stadiums, in nine South African cities.

Five are existing stadiums, all of which have been upgraded, with the showpiece Soccer City in Johannesburg having undergone a major upgrade. The remaining five have been built from scratch - and completed on schedule.

The stadiums are:

Soccer City Stadium, Johannesburg
Ellis Park Stadium, Johannesburg
Cape Town Stadium, Cape Town
Loftus Versfeld Stadium, Pretoria
Durban Stadium, Durban
Nelson Mandela Bay Stadium, Port Elizabeth
Royal Bafokeng Stadium, Rustenburg
Free State Stadium, Bloemfontein
Mbombela Stadium, Nelspruit
Peter Mokaba Stadium, Polokwane

Demolition and groundwork began in 2006, with construction of all the major facilities starting in February 2007. South Africa’s construction industry, which has substantial experience in large-scale infrastructure development, was consulted about the stadium timelines - and it was agreed that the dates were realistic.

Adelaide Oval Western Grandstand Redevelopment 

APPLICATION OF PROJECTStructural design of lightweight diagrid grandstand roof

PROJECT DESCRIPTION

The Adelaide Oval Western Grandstand Redevelopment comprises the partial demolition and reconstruction of the existing heritage listed western members grandstand into a new A$116m 14,000 seat grandstand.  The iconic grandstand was opened for the 2010 Ashes Second Test Match to rave reviews.  The diagrid roof forms the centrepiece of the new grandstand achieving structural spans up to 55m with arched 219CHS sections leading to an elegant and exceptionally light (55kg/m2) roof solution to provide the required cover to the grandstand patrons with unobstructed views and designed to withstand 180kph design wind speeds.

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Early in the design the impact of the steel fabrication, erection and site tolerances were identified as of critical importance to the successful implementation of the diagrid roof design.  To accommodate this the Steel Subcontractor was invited into the design team early at 50% completion to workshop with Aurecon, the Architects, Managing Contractor and Client to provide the best for project solution and ensure that the final design was constructible within the required design brief, programme and cost plan.  This early involvement allowed the design team to consider these parameters early in the process and has resulted in a very successful erection process and outstanding result for the Client.