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Elastomeric Bearings for Steel Trapezoidal Box Girder Bridges

机译:钢梯形箱梁桥的弹性轴承

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摘要

Traditionally, bridge bearings supporting steel trapezoidal box girders (tub girders) consist of fabricator-designed mechanical devices, such as pot or disc bearings, that may be guided or unguided and are expensive to fabricate and place. Performance of these bearings has been mixed: some are maintenance-free and others require significant maintenance, repair, or replacement. In Texas, bridge bearings supporting concrete and steel superstructure types are typically steel-laminated elastomeric bearings that are tapered or have a constant thickness. Recently, the Texas Department of Transportation has used these structurally engineered elastomeric bearings for tub girders in place of mechanically engineered pot or disc bearings. This paper describes the rationale for the application of elastomeric bearings to tub girders and outlines design recommendations that are based on the use of elastomeric bearings for the tub girder direct connectors of the interchange of US-290 and I-35 built in Austin in the late 1990s and placed in service in 2001.
机译:传统上,支撑钢梯形箱形梁(桶形梁)的桥梁轴承由制造商设计的机械设备组成,例如罐式或盘形轴承,它们可以被引导或不被引导,并且制造和放置昂贵。这些轴承的性能参差不齐:有些不需要维护,而另一些则需要大量维护,修理或更换。在得克萨斯州,支持混凝土和钢上部结构类型的桥梁轴承通常是逐渐变细或厚度恒定的钢层压弹性轴承。最近,得克萨斯州交通运输部已将这些结构设计的弹性体轴承用于桶形梁,代替了机械设计的罐式或盘形轴承。本文介绍了将弹性体轴承应用到桶形梁的基本原理,并概述了基于在后期在奥斯丁建造的US-290和I-35互换的桶形梁直接连接器使用弹性体轴承的设计建议。 1990年代,并于2001年投入使用。

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