Case Studies

 

International Finance Center Complex, Hong Kong

 


Notable Features
IFCII
bullet Steel structure with concrete core (hydraulic climb from system)
bullet Large composite mega-columns
bullet Steel permanent formwork for slabs
bullet Prefabricated staircases
(steel and concrete)
bullet Hardiwall

bullet Raised access floor system

bullet Metal and bamboo scaffoldings
(inside works)
 
bullet Metal scaffolding (inside works)
bullet Prefabricated curtain wall
bullet On-site concrete batching plant
bullet Diaphragm wall cofferdam
bullet Top down construction technique
(for 6 level basement)
bullet Steel prefabricated retail bridges
bullet Muck Hoist

Basic Information
Location :
Central, Hong Kong
Building Type :
Grade A commercial building
Contract Period :

The One IFC and South IFC Mall were completed in December 1998,
The IFCII will be completed in mid-2003,
The North IFC Mall in late 2002,
The Hotel and Suite Hotel in 2004.

Developers :
MTR Corporation Ltd. (Grantee of site), IFC Development Ltd., Sun Hung Kai Properties Ltd., Henderson Land Development Co. Ltd., The Hong Kong and China Gas Co. Ltd., Bank of China Group Investment Ltd.
Architect :
Cesar Pelli & Associates Inc., Rocco Design Ltd.
Project Manager :
Central Waterfront Property Project Management Co. Ltd.
(jointly owned by : Sun Hung Kai Properties Co. Ltd.)
Henderson Land Development Co. Ltd.)
Civil & Structural Engineer :
Ove Arup & Partners
E&M Engineer :
J. Roger Preston Ltd. (Northern Site), Meinhardt (M&E) Ltd. (Southern Site)
Quantity Surveyor :
Levett & Bailey
Structural Auditor :

Leslie E. Robertson Associates (New York)

E&M Auditor :
Jaros, Baum & Bolles Consulting Engineers (New York)
Main Contractor :
E Man-Sanfield JV Construction Co. Ltd.
Basement Construction Manager :
Gammon Construction Ltd.
Diaphragm Wall and Foundations :
Aoki Corporation
Retail Bridges :
Gammon Construction Ltd.
Structural Steel for IFCII :
JV of NKK Corp. and Sumitomo Corp.
Curtaim Wall for IFCII :

Permasteelisa HK Ltd.

Lifts :
Otis Elevator Co. (HK) Ltd.
Escalators :
Schindler Lifts (HK) Ltd.
Podium Curtain Wall Consultant :
Arup Facade Engineering
Office Tower Interior Designer :
Hirsch Bedner Associates
Landscape Consultant :
Urbis International Ltd.
.
Overview
The IFC complex located above the airport railway’s Hong Kong station comprises the completed One IFC 38-storey tower, the IFCII 88-storey tower, a 640,000sqft shopping mall and the Four Seasons Hotels.
 
 
bullet One IFC :
The 38-storey One IFC building completed in December 1998, comprised 785,000sqft of office space. This building received a Quality Award Building in 2002.
 
bullet The Four Seasons Hotel and Suites :
The Four Seasons Hotel will comprise of approximately 400 guest rooms with facilities including ballrooms, shops, banquet halls, conference rooms, swimming pools, health spa and restaurants. The four Seasons Suites will comprise of about 600 guest units.
 
bullet IFCII :

The IFCII 88-storey building is the third tallest building in the world with a height of 420m. The structure is made of concrete core, steel outriggers at three levels and large composite mega-columns. The tower was built with a 3 day-cycle floor construction.

The traditional construction techniques were not used (apart from complex details) mainly because of the issues of vertical transportation of material supplies and waste generation, as well as the issue of time. The cost for traditional foundation would have cost about 130-150/sqft and for formworks (superstructure) about 150/m2, compared with a reduction of approximately 50% of the actual cost using innovative techniques.

On-site Facilities :
bullet The huge project used a central project office (CPO) on-site to improve coordination of design and construction saving cost and time.
bullet The construction of a marine access at Pier 2 reduced traffic and environmental impact.
bullet The on-site concrete batching plant reduced cost and transportation.
 
Diaphragm Wall Cofferdam
The construction of a 61.5 m diameter, 38 m deep, 1.5 m thick diaphragm wall cofferdam saved 9 months in North East Tower programme, and reduced cost.
 
Top Down Construction Technique
It was used for the 6 level basement minimizing movement of existing station.

 

 
Sources
 
bullet Hong Kong Station Development International Finance Centre Power Point Presentation, Central Waterfront Property Project Management Co. Ltd.
bullet China Building Development, issue No.1, 2002.
bullet Construction & Contract News, 2001 No.4, p40-43.
bullet Building Journal Hong Kong China, April 2002, p60-61.
bullet Building Journal Hong Kong China, May 2001, p14.
bullet www.skyscrapers.com
   
Areas

bullet

Southern Site : 85,063 m2

One IFC : 72,880 m2

IFC mall : 12,183 m2

bullet

Northern Site : 330,837 m2
IFC2 : 181,310 m2
Retail : 47,277 m2
Hotel : 102,250 m2

bullet

Grand Total : 415,900 m2

bullet

Public Open Space : 13,000 m2

bullet

Development Carparks : 1,341 spaces

bullet

AEL Carparks : 450 spaces
Concrete Core
The concrete core was built with hydraulic climbform system saving time and ensuring quality. The same formwork was used for the whole concrete core reducing the generation of construction waste on-site. Traditional techniques would have been difficult considering the issue of vertical transportation of materials and wastes, as well as time consuming. Due to the immense size of the wall sections, two sets of climbform were used in staggered stages for casting the concrete core. Tie members linked the two portions into a rigid central structure. At the lower levels, the core wall is 1.5 m thick.
Large Composite Mega-columns
 
 

The steel and concrete composite mega-columns were cast with a specially designed form system. The form was mounted with anchor bolts on to the lower part of the column. Hydraulic jacks inside the central post could lift the form when the concreting of the lower parts was completed.

Steel Permanent Formwork for Slabs (Condek)
 
 

Steel permanent formwork was used for the slabs saving time (hoisting and removing time) and reducing on-site waste generation. Once the permanent formwork and the reinforcement bars installed 1.25 mm thick concrete was poured (pumping system and robotics).

Prefabricated Staircases
 
 
 

The stairs were fabricated in, and delivered to site by sea. The prefabrication techniques saved time, cost and ensured quality.

Prefabricated Curtain Wall

Permasteelisa is responsible for the design engineering, supply, fabrication, assembly and installation of the composite curtain wall system, glass walls and glass canopies, glazed entrances and revolving doors at the podium levels as well as the aluminum cladding on the roof fins at the top of the building.

The project includes:
70,000 m2 of curtain wall,
6,000 m2 of glass wall,
3,000 m2 of suspended glass canopies,
2,000 m2 of glass louvers,
5,000 m2 of aluminum cladding for roof fins.

The design of the façade is based on the concept of a “pilaster” unitized panel system where the units are prefabricated off-site and delivered to the site on pallets ready for installation. The unitized panel system comprises cast-in anchors, aluminum or steel fixing brackets, extruded aluminum framing, double glazed vision units or monolithic glazed spandrel units with GMS shadowbox, glass louvers, exterior mounted aluminum and stainless steel architectural tubes. For the typical tower, the majority of the panels on Level 6/7 to 88 are designed based on the vertical curtain wall system, hanging from floor to floor 4,170 high by approximately 1,610 wide for office floors and 4,850 by 1,610 for trading floors.

Retail Bridges
 
The steel structure of the retail bridges was prefabricated in Southern China and delivered to the site by sea. Bridges were erected within three months before road openings.

Construction Materials

bullet

Excavated Materials : 1,000,000 m3

bullet

Concrete : 500,000 m3

bullet

Reinforcement : 100,000 tonnes

bullet

Structural Steel : 38,000 tonnes
 

Waste Management

 
The excavated waste arising from the construction of the 6-storey basement, was transported by barges to the Disney reclamation site in Lantau Island.
 
Waste arising from construction (mainly packaging, concrete and timber) which was about 6 trucks a day were transported to landfills. The amount of waste generated on-site was reduced by the use of prefabrication techniques.
Contact of Contractor
E Man-Sanfield JV Construction Co. Ltd.
 
 
3D Animations

bullet

jack-up and jumpform.
 
Take a look of jack-up movie
Take a look of jumpform movie
 
 
 

Low-Waste Buildings Technologies & Practices
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