Stonecutters Bridge
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This article or section contains information about a bridge currently under construction. It may contain information of a speculative nature, and the content may change dramatically and frequently as construction progresses or new information becomes available. |
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| Stonecutters Bridge 昂船洲大橋 |
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| Crosses | Rambler Channel |
| Locale | Tsing Yi Island and Stonecutters Island |
Stonecutters Bridge (Traditional Chinese: 昂船洲大橋; Simplified Chinese: 昂船洲大桥; Cantonese Yale: ngong5 syun4 jau1 daai6 kiu4; Pinyin: áng chuán chòng dà qiáo) is a high level cable-stayed bridge which spans the Rambler Channel in Hong Kong, connecting Nam Wan Kok, Tsing Yi Island and Stonecutters Island. It will have the second longest cable-stayed span in the world.
The approaches at Tsing Yi and Stonecutters Island are located near Container Terminal 9 and Container Terminal 8, respectively. Construction commenced on 27th April, 2004 and is expected to be completed in June 2008 by Maeda–Hitachi–Yokogawa–Hsin Chong Joint Venture. It costs HK$ 2,760 million.
The bridge is part of Hong Kong's Route 8, connecting Sha Tin, Cheung Sha Wan, Tsing Yi Island, Ma Wan and Lantau Island. Other major constructions along the route are Nam Wan Tunnel (completed in 2008), Eagle's Nest Tunnel (completed in 2008), Sha Tin Heights Tunnel (completed in 2008), Tsing Ma Bridge (completed in 1997) and Kap Shui Mun Bridge (completed in 1997).
As a result of the difficulty of constructing this bridge, the project was featured on the Discovery Channel's Extreme Engineering series in 2006.
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[edit] Structure
The bridge spans 1.6 km, with 3 lanes in each direction. It is a cable-stayed bridge with two bridge towers, one on Tsing Yi Island and the other on Stonecutters Island.
With a main span of 1,018 m, Stonecutters Bridge will have the longest cable-stayed span in the world, until the Sutong Bridge is completed about a year later.
[edit] Bridge Design
The design concept for the bridge was procured by Highways Department in Hong Kong through an international design competition and the winning scheme by a group consisting of Halcrow Group, Flint & Neill Partnership, Dissing + Weitling and Shanghai Municipal Engineering Design Institute was selected as the Reference Scheme for the further design development. A group led by Ove Arup & Partners with COWI A/S as main sub-consultant has carried out the further design development of the Reference Scheme and the detailed design that followed.
The concept is for a cable-stayed bridge with a twin aerodynamic deck suspended from two 295m-high single pole towers. These towers will have bases measuring 24m x 18m tapering to 7m diameter at the top, and the deck will allow a navigation clearance of 73.5m over the full entrance to the Container Port.
The two towers will be in concrete until level +175m and in composite construction consisting of an inner concrete ring with a stainless steel skin for the top 120m. The original concept had a conventional steel structure above level +175m but Arup found that this configuration would be too lively and lead to unacceptable vibrations of the stay cables. Using a heavier composite section instead of a pure steel structure solved this problem. For reasons of durability and to enhance the appearance, further studies concluded that the tower skin should be fabricated from a duplex stainless steel (grade 1.4462 to BSEN10088) with a shot peened surface finish. The deck itself will be made of steel in the main span and of concrete in the side spans.
The tower foundations will be located within 10m of the seawall on either side of the Rambler Channel, close to the back-up land next to CT8 and CT9. Their proximity to the channel necessitated ship impact testing and modeling. Geotechnical centrifuge testing was conducted using a 1:200 scale model of a vessel bow section and seawall within a container.
[edit] Wind Studies
The Hong Kong region is susceptible to very strong typhoon winds, a fact that is being taken into account in the design of the bridge. In October 2002 a 50m mast was erected at the site to measure the speed, direction and turbulence of winds in the area. Readings, which will continue until at least January 2004, are transmitted in real-time to an offsite location for further analysis. In particular, the stability of the 509m-long cantilevers during construction required special consideration in the design. Although the Hong Kong design standards contain severe requirements for wind loading then it is essential for a project of this scale and nature that the wind climate of the actual site is taken into account in the design.
[edit] See also
[edit] External links
- Official website. Highways Department.
- Route 8 - Stonecutters Bridge. Highways Department.
- Steel-concrete towers make bridge unique. News.gov.hk. Retrieved on 2007-03-29.
- 昂船洲大橋 問鼎跨度最長斜拉橋 (Chinese). Retrieved on 2007-03-29.
- Route 8 - between Tsing Yi and Cheung Sha Wan. Highways Department.
