Positioning Kai Tak as Hong Kong’s premier sporting destination.
Kai Tak Sports Park is one of Hong Kong’s most ambitious infrastructure projects - transforming the former airport site into a multi-purpose civic destination. Robert Bird Group led the construction engineering strategy behind the project’s signature long-span steel roof structures, working across teams in Hong Kong and Melbourne to deliver a globally significant civic asset.
-
Location
Hong Kong
-
Period
Ongoing
-
Member companies
SJ, RBG
-
Impact
Boosting economic expansion
-
50k
Main stadium capacity
-
10k
Indoor sports centre capacity
-
5k
Public sports ground capacity
Passion meets precision
At the heart of the development is a 50,000-seat main stadium designed to accommodate a range of international sporting and entertainment events, supported by a fully integrated 10,000-seat indoor arena and a 5,000-seat outdoor sports ground. These facilities are connected by landscaped public spaces and supported by retail, dining, and community zones – creating a dynamic precinct that is active beyond event days.
Constructing such a massive structure in a constrained urban environment presented formidable logistical challenges – tight site access, crane restrictions, typhoon risk and height limitations. The centrepiece stadium roof includes two retractable panels spanning 90 by 140 metres, supported by 180-metre-long trusses reaching 20 metres in depth. To lift these colossal elements up to 50 metres above ground safely, Robert Bird Group (RBG) developed a bespoke strategy that prioritised prefabrication and minimised work at height.
RBG pioneered the ‘H-lift’ method, assembling prefabricated roof trusses at ground level and lifting them into place with strand jacks mounted on modular, reusable steel towers. The successful one-day lift of the primary trusses marked a defining moment in the project – an engineering and logistical milestone that set new benchmarks for complex long-span stadium design. This system avoided over-reliance on temporary works and reduced embodied carbon by an estimated 1,200 tonnes. The retractable roof panels – each weighing 2,500 tonnes – were fully assembled on the ground with cladding and services before being lifted into position. This methodology was supported by staged construction analysis to ensure structural stability throughout.
The outcome