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The Study and Application on Girder-Conveying By Track Cable Method for Stiffening Girder of Long-Span Suspension Bridge

机译:大跨度悬索桥加劲梁轨道钢梁法研究与应用

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This paper introduces a new construction method for the longitudinal transportation of stiffeningrngirder of long-span suspension bridge, which is called girder-conveying by track cable method, andrnit is an original erection method for stiffening girder of suspension bridges. The method is appliedrnto carry the stiffening girder longitudinally by girder carrier through traction over a flexible tensilerntrack cable, which serves as a load carrying member suspended under the main cable and connectedrnwith suspenders. This new method overcomes the difficulties of traditional method in longitudinalrntransportation of stiffening girder, hoisting load constraint and poor economical efficiency forrnlong-span suspension bridge construction in mountainous areas. By adopting this new method, thernlarge stiffening girder sections can be conveyed and erected under various orographic condition.rnThe method has been adopted in the construction of Aizhai Bridge in Hunan Province, China.
机译:本文介绍了一种大跨度悬索桥加筋梁纵向运输的新施工方法,称为轨道钢索梁运输,而rnit是悬索桥加筋梁的一种原始安装方法。该方法适用于通过桁架通过在挠性拉伸轨道电缆上的牵引而通过桁架托架纵向地承载加劲梁,该柔性拉伸轨道电缆用作悬架在主电缆下方并与悬架连接的承载构件。该新方法克服了山区大跨度悬索桥施工中加筋梁纵向运输,吊装载荷约束,经济效益差等难题。通过采用这种新方法,可以在各种地形条件下输送和竖立较大的加劲梁截面。该方法已在中国湖南省爱寨桥的建设中采用。

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