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Swiss Federal Roads Office Guidelines for Integral Bridges

机译:瑞士联邦道路局整体桥梁指南

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摘要

Integral concrete bridges have a long-lasting tradition in Switzerland. In particular, during the main construction period of the national motorway network (1960-1985), numerous jointless reinforced and prestressed concrete bridges were built. Based on this experience, and because of the often unsatisfactory long-term behaviour of expansion joints, the Guidelines of the Swiss Federal Roads Office (FEDRO), edition 1990, established as a general rule that expansion joints be avoided for bridges with lengths up to a range of 30 ... 60 m. As a consequence, integral and semi-integral concrete bridges have become well established construction types in Switzerland. In effect, today more than 40% of the existing bridges on the FEDRO network are (semi-)integral structures, a considerable amount of them even exceeding the stipulated maximum bridge length. The Swiss experience with integral bridges is mainly positive, both in terms of construction and maintenance. Thus, it seems appropriate to potentiate their construction and extend their range of application. Following this aim, in the current revision of the FEDRO Guidelines, the design provisions for integral bridges have been substantially refined and extended to allow for wider applications, including specific guidance for semi-integral bridge ends.
机译:整体混凝土桥梁在瑞士具有悠久的历史。特别是在国家高速公路网的主要建设时期(1960-1985年),建造了许多无接缝的钢筋混凝土和预应力混凝土桥梁。基于这一经验,并且由于伸缩缝的长期行为通常不能令人满意,因此,1990年版的《瑞士联邦公路局(FEDRO)指南》确立了一条普遍规则,即对于长度不超过20米的桥梁,应避免伸缩缝范围30 ... 60 m。因此,整体式和半整体式混凝土桥梁已成为瑞士公认的建筑类型。实际上,如今,FEDRO网络上超过40%的现有桥是(半)整体结构,其中相当数量甚至超过了规定的最大桥长。瑞士在整体桥梁方面的经验在建造和维护方面都非常积极。因此,增强其构造并扩展其应用范围似乎是适当的。为了实现这一目标,在当前的FEDRO指南修订版中,对整体式桥梁的设计规定进行了实质性的完善和扩展,以允许更广泛的应用,包括针对半整体式桥梁端头的特定指南。

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