首页> 外文会议>International Structural Engineering and Construction Conference(ISEC) >CONSTRUCTION OF THE CHELSEA STREET VERTICAL LIFT DRAWBRIDGE UTILIZING MODERN CONSTRUCTION TECHNIQUES
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CONSTRUCTION OF THE CHELSEA STREET VERTICAL LIFT DRAWBRIDGE UTILIZING MODERN CONSTRUCTION TECHNIQUES

机译:Chelsea街道垂直提升吊桥的建设利用现代施工技术

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The Chelsea Street Drawbridge is an existing single leaf bascule bridge which connects the cities of Boston and Chelsea, Massachusetts over the Chelsea Creek. The existing structure is being replaced with a vertical lift drawbridge due to the hazard to marine navigation posed by the existing structure as well as structural deficiencies. Through the use of modern construction techniques, the replacement of the movable bridge structure was executed while minimizing the impacts to the community. The installation of the liftspan truss was engineered as a pre-assembled bridge span constructed on land adjacent to the existing bridge. The upper tower sections of the bridge were also pre-assembled on the project and erected as single two-hundred ton column elements. Computer aided structural analysis was performed to review of the stresses induced on the liftspan truss due to the liftspan launch methods. Geotechnical analysis was also performed for loads induced by cranes and truss launch. The geotechnical engineering was also performed using computer modeling software. The innovations implemented through the use of modern construction methods and equipment during the construction of the Chelsea Street Drawbridge allowed the project construction team to reduce the risks to personnel while meeting project requirements.
机译:Chelsea Street Drawbridge是一座现有的单叶片桥,连接波士顿和切尔西的城市,马萨诸塞州的Chelsea Creek。由于现有结构构成的海洋导航以及结构缺陷,现有的结构被垂直提升吊桥替换为垂直提升吊桥。通过使用现代施工技术,执行可移动桥梁结构的替代,同时最大限度地减少对社区的影响。 Livtspan桁架的安装被设计为在与现有桥梁相邻的陆地上构造的预装桥跨度。该桥的上塔段也在项目上预先组装并用作单一的两百吨柱元素。计算机辅助结构分析进行审查由于Livtspan发射方法引起的鼠标上诱导的应力。还针对起重机和桁架发射引起的负荷进行了岩土性分析。岩土工程也使用计算机建模软件进行。通过使用现代施工方法和设备在切尔西街道吊桥的建造过程中实施的创新允许项目建设团队在满足项目要求时减少人员的风险。

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