OA14 - BOWSTRING OF THE NEW RAILWAY LINE LUXEMBOURG-BETTEMBOURG – CONSTRUCTION AND SPECIAL DESIGN CHALLENGES FOR HANGERS

ce/papers Pub Date : 2024-09-11 DOI:10.1002/cepa.3056
Patrick NOSBUSCH, Ettore SCIAN, Andrea DE CILLIA
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Abstract

The new railway line connecting Luxembourg and Bettembourg crosses the A3 highway at a steep angle (19.5°) with the bridge called OA14.

The designed bridge is a bowstring structure with a single span of 186.85 meters. The bridge deck consists of two lateral metal box girders acting as a chord. The deck is a transversal filler beam, with spherical voids and lightweight concrete to reduce the structure's weight.

The bridge features two inward-inclined arches at 9°, which are doubled and serve as trusses. This significantly increases the stiffness of the arch whilst keeping the silhouette elegant. The deck follows the curved track alignment, the arches remain straight. Two times 12 hangers connect the arches to the girders, they are made of CHS profiles of S450H quality. This article gives an overview of the structure and its construction. It then gives a more detailed insight in the design of the hangers, especially the hanger-girder connections.

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OA14 - 卢森堡-贝敦堡新铁路线的弓弦 - 施工和吊架的特殊设计挑战
连接卢森堡和贝敦堡的新铁路线以陡峭的角度(19.5°)穿过 A3 高速公路,桥梁名为 OA14。桥面由两根横向金属箱梁组成,作为弦杆。桥面为横向填充梁,采用球形空隙和轻质混凝土,以减轻结构重量。该桥的两个内倾拱呈 9°,双层作为桁架。这大大增加了拱的刚度,同时保持了优雅的轮廓。桥面沿着弯曲的轨道排列,拱门则保持直线。两根共 12 根的吊架将拱门与大梁连接起来,吊架由 S450H 质量的 CHS 型材制成。本文概述了该结构及其构造。然后详细介绍了支吊架的设计,尤其是支吊架与大梁的连接。
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