首页> 外文会议>RILEM Proceedings PRO 39; RILEM Symposium on Fibre-Reinforced Concretes(FRC) - BEFIB 2004 vol.2; 20040920-22; Varenna(IT) >CONSTRUCTION OF AN ULTRA-HIGH-PERFORMANCE FIBRE-REINFORCED CONCRETE THIN-SHELL STRUCTURE OVER THE MILLAU VIADUCT TOLL GATES
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CONSTRUCTION OF AN ULTRA-HIGH-PERFORMANCE FIBRE-REINFORCED CONCRETE THIN-SHELL STRUCTURE OVER THE MILLAU VIADUCT TOLL GATES

机译:在米洛(Millau)输水闸门上建造超高性能纤维增强的混凝土薄壳结构

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This paper presents the design and construction of the thin-shell structure over the Millau Viaduct toll gates. The BSI-CERACEM concrete used for this innovative structure is an Ultra High Performance Fibre Reinforced Concrete (UHPFRC), with a compressive strength of 165 MPa, in which steel fibre ensure ductile behaviour under tension and dispense with the need for traditional passive reinforcement. The design is based on a succession of identical precast segments, hollow-core thin-shell elements assembled by post-tensioning. Special experimental methods for characterizing FRC properties were used to obtain pertinent data. The project also required several test campaigns to validate the assumptions used for design and to verify the behaviour of the concrete at the scale of the actual structure.
机译:本文介绍了Millau高架桥收费站上的薄壳结构的设计和构造。用于此创新结构的BSI-CERACEM混凝土是抗压强度为165 MPa的超高性能纤维增强混凝土(UHPFRC),其中钢纤维可确保在拉伸状态下的延性,而无需传统的被动加固。该设计基于一系列相同的预制件,通过后张紧组装的空心薄壳元件。用于表征FRC特性的特殊实验方法用于获得相关数据。该项目还需要进行几次测试活动,以验证用于设计的假设并验证实际结构规模下混凝土的性能。

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