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应用/结构英文2023被引 1

Sultan Haji Omar Ali Saifuddien Bridge (Temburong Bridge), Brunei: span-by-span deck erection

David Taylor · Principal Engineer, DLT Engineering Ltd, Darlington, UK
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期刊 / 来源Proceedings of the Institution of Civil Engineers - Bridge Engineering
卷/期/页176 / 3 / 163-171
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摘要整理

Temburong Bridge is a 27 km long crossing linking the two parts of Brunei across Brunei Bay. It includes 13 km of marine viaduct, split into two sections by a cable-stayed bridge. Construction of its twin road decks in the shortest possible time called for a new type of lifting gantry that could lift and place both decks simultaneously. Each pair of 50 m full-span precast concrete box girders was delivered by barge to both sides of the piers, lifted, tracked sideways and then lowered onto their bearings, all by the gantry, which then launched itself to the next span. This cycle was repeated 267 times. The gantry had an overall length of 130 m, a ‘wingspan’ of 59 m and could lift the 870 t deck sections 26 m from its centreline. Having completed the first 165 spans, the gantry was relocated to the other side of the cable-stayed spans in one piece by floating crane. This paper describes the engineering challenges posed by this unique method and their solutions. One such challenge was catering for the dynamic out-of-balance loading on the gantry's cantilever ‘wings’ generated when lifting simultaneously off independent barges.

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