SKYPLAZA COMMERCIAL
DEVELOPMENT
Hong Kong INTERNATIONAL AIRPORT
Developer - HK Airport Authority
Architect - Aedas SOM Joint Venture
Engineers - Ove Arup & Partners HK
Contractor - Chun Wo - Fujita JV
Our Clients - Leighton Hsin Chong JV
Tender Stage, April to May 2004
|
|
|
| |
|
|
JUNE 2004
Site Mobilisation. The figures quoted
are the production rates for each month
Pile Caps – 54 No
Sheet Piling – 1000 sq m
Temp Works Steel – 30 t
Excavation – 2100 m3
Concrete – 1500 m3
|
|
|
| |
|
|
JULY 2004
The pile caps were intended to be constructed
from the east side working towards the west. This was
the planned sequencing for all the works.
Pile Caps – 114 No
Column Pours – 48 No
Slab Pours – 2 No
Excavation – 20,000 m3
Concrete – 3,500 m3
|
|
|
| |
|
|
AUGUST 2004
The ground floor slab was not on the
critical path. The contractor planned two areas of construction
for the superstructure - North & South and the sections
worked towards each other from the East.
Pile Caps – 42 No
Column Pours – 80 No
Slab Pours – 8 No
Excavation – 19,000 m3
Concrete – 9,000 m3
|
|
|
| |
|
|
SEPTEMBER 2004
By month four, all of the ground works
are completed and the slabs on Level 6 have commenced.
The extension of the APM tunnels in the centre of the
site are also nearly completed.
Column Pours – 80 No
Slab Pours – 16 No
Excavation – 6,000 m3
Concrete – 13,000 m3
|
|
|
| |
|
|
OCTOBER 2004
The rate of concrete pouring was planned
to be at the peak at this stage with large areas of
the ground floor and suspended slabs completed.
Column Pours – 80 No
Slab Pours – 23 No
Concrete – 14,000 m3
|
|
|
| |
|
|
NOVEMBER 2004
The concreting works are nearly completed
in all the key areas. The superstructure for the North
Office has also commenced.
Column Pours – 80 No
Slab Pours – 21 No
Concrete – 12,000 m3
|
|
|
| |
|
|
DECEMBER 2004
The new departures road and base slab
for the new bus interchange are completed. The protective
deck will commence on the east perimeter of Level 6
to allow the facade installation commence.
Column Pours – 45 No
Slab Pours – 18 No
Concrete – 9,500 m3
|
|
|
| |
|
|
January 2005
The primary steel for the 36mx36m 2 way
spanning roof trusses commences. the contractor planned
to erect the steel by using tower cranes on moving bogies.
Column Pours – 20 No
Slab Pours – 7 No
Concrete – 4,000 m3
Roof Truss Erection – 330 t
|
|
|
| |
|
|
FEBruary 2005
As the roof steelwork is completed in
large areas, the roof sheeting commences. The acoustic
roof panels were planned to be erected in pre-fabricated
panels. The main facade installation has also commenced
in two areas.
Roof Truss Erection – 570 t
Roof Sheeting @ 650 m2 /day
Cladding @ 250 m2 /day
|
|
|
| |
|
|
MARCH 2005
The steelwork is nearly complete and
the North Office building structure is nearing completion.
Roof Truss Erection – 570 t
Concrete – 2,000 m3
Roof Sheeting @ 650 m2 /day
Cladding @ 250 m2 /day
|
|
|
| |
|
|
APRIL 2005
The roof sheeting and facade is completed.
The building is water tight and the M&E and architectural
fitout commences
|
|
|
| |
|
|
MAY 2005
The building was planed to be completed
within 12 months. |
|
|
| |
|
|
| |
|
|