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Design of the Cable-Stayed Bridge Signature Span of the New Samuel De Champlain Bridge

机译:新塞缪尔·德·尚普兰大桥的斜拉桥标志跨度设计

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The cable-stayed bridge for the new Samuel De Champlain Bridge Project (the "Project") is the signature crossing. The asymmetrical structure features a 124 m back span and a 240 m main span. The 170 m high single-pylon consists of a tuning-fork configuration of twin masts. Inclined concrete tower legs and "W" shaped steel pier caps supporting the deck define the unique aesthetics of this bridge. The focus of this paper is to provide a detailed description of the bridge including a discussion of the superstructure, main span tower, supporting piers and cable-stay system. It also describes the erection techniques used. Working alongside the Contractor, the design team made innovative use of pre-casting, modular segments, and erection sequencing to meet the Project's fast-track schedule of only 48 months from design to substantial completion, while overcoming the severe winters in Montreal.
机译:新的塞缪尔·尚普兰桥项目(“项目”)的斜拉桥是标志性的交叉口。非对称结构的后跨度为124 m,主跨度为240 m。 170 m高的单塔由双桅杆的音叉配置组成。倾斜的混凝土塔腿和支撑甲板的“ W”形钢墩盖确定了这座桥的独特美感。本文的重点是提供桥梁的详细说明,包括对上部结构,主跨塔,支撑墩和斜拉索系统的讨论。它还描述了使用的安装技术。设计团队与承包商合作,创新地使用了预浇铸,模块化路段和架设顺序,从而满足了该项目从设计到实际竣工仅48个月的快速进度,同时克服了蒙特利尔严峻的冬季。

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