300米钢拱桥的再利用

Daan Tjepkema, Sabine Delrue, F. D. Meijier, F. V. Dooren
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引用次数: 1

摘要

Van Brienenoordbrug由两座300米跨度的钢系拱桥组成,东拱桥建于1965年,西拱桥建于1990年。它们承载着A16高速公路,这是鹿特丹港附近荷兰基础设施网络的重要组成部分。西拱门在正交各向异性甲板上遭受疲劳,奥雅纳被Rijkswaterstaat(荷兰公路局)指派为西拱门设计翻新。改造需要解决正交各向异性甲板和加强主要承载结构。经过对交通改造的广泛调查,得出的结论是总执行时间为1.5年,伴随的安全风险使其不是最佳解决方案。相反,奥雅纳提出了另一种解决方案,希望减少障碍,与奥雅纳和Rijkswaterstaat的可持续目标保持一致。奥雅纳和RHDHV在一家合资企业,即管理承包商,为RWS改造钢桥。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Re-use of a 300 m steel arch bridge
The Van Brienenoordbrug consists of two steel tied arch bridges of 300m span, the east was built in 1965 and the west arch was built in 1990. They carry the A16 highway, a crucial part of the Dutch infrastructure network near the port of Rotterdam. The west arch has been suffering from fatigue in the orthotropic deck and Arup was assigned by Rijkswaterstaat (Dutch highway authority), to design a renovation for the west arch. The renovation required a solution for the orthotropic deck and strengthening of the main load carrying structure. After extensive investigation of the renovation under traffic it was concluded the total execution time of 1.5 years and the accompanying safety risks made it not the best solution. Instead Arup proposed an alternative solution in which the wish for less hindrance aligned with the sustainable goals of both Arup and Rijkswaterstaat. Arup and RHDHV work in a joint venture, the Managing Contractor, on the renovation of steel bridges for RWS.
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