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Hoover Mason Trestle: A Modern Steel Walkway on the Tracks of a Former Ore Train, Bethlehem Steel Plant, Bethlehem, PA

机译:Hoover Mason Trestle:一条前矿火车,伯利恒钢铁厂,伯利恒,宾夕法尼亚州的现代钢走道

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For decades, the 1906 Hoover Mason Trestle at the historic Bethlehem Steel plant in Bethlehem, PA, supported ore-filled rail cars transporting raw materials from the Ore Yard to the steel plant's large furnaces, five of which remain standing. After being left to decay for several decades, the Trestle is getting a new life as the backbone of a new, half-mile long promenade that will offer unique and publicly-accessible views into the historic steel plant, the new SteelStacks Campus, and surrounding town. The architectural design of the walkway follows a sinuous path both vertically and horizontally along the linear railway tracks. The underlying structure of the walkway is a series of wide flange post and beam 'bents' with 'feet' that affix to the train rails. The bent's horizontal girders vary in length, cantilevering to one or both sides of the posts to accommodate the varying geometry of the walkway. Affixing the posts to the rails offered a uniform connection type and methodology. Between the main steel bents, secondary steel beams support one of three features: cast-in-place concrete walkways on steel deck, steel bar-grating walkways, or cast-in-place concrete planters on steel deck supporting up to 30 in. of soil and vegetation. Bearing on the existing historical structure created a variety of design challenges. Despite the original drawings and many of the repair and/or replacement drawings being available, several portions of the trestle have been reconstructed or heavily modified without documentation. This created complexities in understanding the limitations and opportunities in the existing framing.
机译:几十年来,1906年,1906年的Hoover Mason Trestle在伯利恒的伯利恒钢铁厂,支持的矿石填充铁路车辆从矿石院运输到钢铁厂的大型炉子,其中五个仍然存在。在剩下几十年的衰减之后,Trestle正在获得新的一生,作为一个新的半英里长廊的骨干,将为历史悠久的钢铁厂,新的钢铁店以及周围提供独特和公开的景观镇。人行道的建筑设计沿着线性铁路轨道垂直和水平垂直和水平地进行扭曲。人行道的底层结构是一系列宽阔的法兰柱和梁'箱子','脚',贴在火车轨道上。弯曲的水平梁长度变化,悬臂到柱的一侧或两侧以适应走道的不同几何形状。将柱子粘贴到轨道提供统一的连接类型和方法。主钢箱之间,二级钢梁支撑三种特征中的一个:钢甲板上的铸造混凝土走道,钢筋胶凝式走道,或钢板上的铸造混凝土种植者支持最多30英寸。土壤和植被。对现有历史结构的轴承创造了各种设计挑战。尽管有原版和许多修理和/或替换图,但是在没有文档的情况下已经重建或严重修改了若干塔的若干部分。这种创造了了解现有框架中的限制和机遇方面的复杂性。

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