Hong Kong Convention and Exhibition Centre – Phase II Extension
Client: System Max Ltd
Erection of main roof and link bridge structure. Detailed design of all temporary works for the erection of a 5500Te trussed roof structure spanning 81m between supporting concrete diaphragm walls. The roof was erected by jacking braced pairs of trusses weighing up to 460Te from ground level to full height and skidded into final position.
Detailed design and detailing all temporary works for the erection of a 4250Te Link Bridge structure spanning 91.2m over a water channel between the new and old Convention Centres.