在香港兴建跨湾连接大桥

IF 1.5 Q3 ENGINEERING, CIVIL
Yangtian Wang, Haijuan Liu, S. Mak, Chengrui Hu
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引用次数: 1

摘要

跨湾连接大桥是全长1公里的跨海大桥,是香港新东西高速公路连接的核心部分。这个耗资2.5亿英镑的项目以标志性的200米跨度蝶形双拱桥和一系列混凝土箱梁跨度为特色,这些箱梁跨度由特殊雕刻的v型桥墩和大型桩基础支撑。本文介绍了在极具挑战性的海洋环境中安全高效地建造桥梁所采用的创新施工方法,该方法利用了广泛使用的制造和组装设计(DfMA)解决方案,大多数海平面以上的桥梁元件都是预制或预制的。这包括建造一座1万吨的钢拱桥,这座桥是在上海附近完全预制的,然后由一艘半潜式驳船运到香港,最后用浮式方法安装在码头上。此外,大部分混凝土甲板、桥墩和桩帽壳均在现场预制,然后在现场吊装到位。该项目在香港创下多项工程纪录,包括最长的拱桥、首次采用S690QL高强度钢作为桥梁主要构件,以及最大规模地采用浮式架设法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Construction of the Cross Bay Link Bridge in Hong Kong
The Cross Bay Link (CBL) bridge is a 1km sea crossing that forms the centrepiece of the new East-West express highway link in Hong Kong. This £250 million project features an iconic 200m-span butterfly double-arch bridge and a series of concrete box girder spans supported on the specially-sculpted V-piers and large-size piled foundations. This paper describes the innovative construction methods adopted for building the bridge safely and efficiently in an extremely challenging marine environment, which leveraged on the extensive use of the Design for Manufacture and Assembly (DfMA) solutions with most of the bridge elements above the sea level being prefabricated or precast offsite. This includes the construction of the 10,000 tonnes steel arch bridge, which was fully prefabricated near Shanghai, then transported to Hong Kong by a semi-submersible barge, and eventually erected onto the piers by using the float-over method. In addition, most of the concrete decks, piers and the pile cap shells were precast offsite and then lifted into position on site. This project holds a number of engineering records in Hong Kong, including the longest arch bridge, the first-time adoption of S690QL high-strength steel for major bridge elements and the largest-scale implementation of the float-over erection method.
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来源期刊
CiteScore
3.00
自引率
10.00%
发文量
48
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