首页> 外文会议>IABSE Conference: Bridges and Structures Sustainability-Seeking Intelligent Solutions >Challenges in Hong Kong – Zhuhai – Macao Bridge (HZMB) Hong Kong Link Road Project
【24h】

Challenges in Hong Kong – Zhuhai – Macao Bridge (HZMB) Hong Kong Link Road Project

机译:香港–珠海–澳门大桥(HZMB)香港连接路项目的挑战

获取原文
获取原文并翻译 | 示例

摘要

The Hong Kong Link Road (HKLR) is part of the prominent structure, Hong Kong-Zuhai-MacaornBridge (HZMB), connecting 3 vibrant cities in Southern China. The works which are administeredrnunder Highways Department of HKSAR comprises design and construction of approximately 9kmrnof viaducts. About 7km of the viaducts are marine structures with three navigation channels.rnThe basic structural form of the viaducts is precast segmental prestressed concrete box girder. Thernspan length of the viaducts ranges from 35m to 180m. Balanced cantilever method is selected due tornthe variability of the span lengths and flexibility in construction. The piers consist of both castinsiturnand precast concrete structures. The viaducts are supported on bored piles with diametersrnranging from 2.2m to 2.8m. Foundation in areas with complex geology such as fault zones hasrnposed a major challenge to the job. Some piles are over 100m long due to complex geology.rnThis paper presents the challenges and solutions employed in the design and construction of thernviaducts. It describes the prestressed schemes employed in both the decks and piers with specialrndetails used in the formation of monolithic deck-column connections. The three main Challenges onrnthe project were the erection in open sea, the vicinity of the Airport and enverinmental constraints.
机译:香港连接路(HKLR)是香港-珠海-Macaorn大桥(HZMB)突出结构的一部分,连接华南3个充满活力的城市。由香港特别行政区路政署管理的工程包括设计和建造约9公里高架桥的高架桥。高架桥约7公里是具有三个导航通道的海洋结构。高架桥的基本结构形式是预制分段预应力混凝土箱形梁。高架桥的跨度在35m至180m之间。由于跨度的可变性和结构的灵活性,选择了平衡悬臂法。桥墩由castinsiturn和预制混凝土结构组成。高架桥被支撑在直径从2.2m到2.8m的钻孔桩上。在诸如断层带等复杂地质区域的地基给这项工作带来了重大挑战。由于地质条件复杂,有些桩长超过100m。本文介绍了高架桥设计和施工中的挑战和解决方案。它描述了在甲板和桥墩中采用的预应力方案,以及用于整体式甲板-柱连接的特殊细节。该项目面临的三个主要挑战是在公海中架设,机场附近以及环境限制。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号