首页> 外文会议>RILEM Symposium on Fibre-Reinforced Concretes >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Millau高架桥沟门上施工超高性能纤维混凝土薄壳结构

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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Milluau高架桥Toll门上薄壳结构的设计和构造。 用于这种创新结构的BSI-Ceracem混凝土是超高性能纤维钢筋混凝土(UHPFRC),抗压强度为165MPa,其中钢纤维确保了张力下的韧性行为,并省略了传统被动加固的需求。 该设计基于通过后张紧组装的空心芯薄壳元件的连续的相同预制段。 用于表征FRC属性的特殊实验方法来获得相关数据。 该项目还需要多个测试活动,以验证设计的假设,并以实际结构的规模验证混凝土的行为。

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