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Olifants River Bridge Widening

机译:奥利凡特河大桥拓宽

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The Olifants River Bridge B3611 carries the N11 over the Olifants River, just North of the Loskop Dam. This structure was originally built in 1979 and was recently widened as part of the South African Roads Agency Limited (SANRAL)’s upgrade to the N11. At the time of design, very little was known about the bridge as no ‘As Built' drawings were available. Due to the remote locality of the structure, exploratory investigations were reserved until the construction phase. The final design solution was therefore amended during the construction phase in order to account for the reinforcement found within the structure. In addition to the heavier dead weight of the new widened deck, the bridge would be required to carry higher loads under modern loading codes. Widening works included new widened cantilevers with new reinforced concrete balustrades, tying into existing reinforcement. Strengthening for bending was provided to the main deck beams by means of longitudinal FRP plates epoxied to the soffit. Transverse pierhead strengthening using DYWIDAG bars was installed to counter increased moments, and pier strengthening using a reinforced concrete jacket was implemented to strengthen the piers. Durability concrete was specified in accordance with current SANRAL regulations and the durability performance of the concrete, even in this remote location was excellent. This paper summarises the work that was completed as part of this project.
机译:奥利凡特河大桥B3611沿洛斯科普水坝以北的奥利凡特河运送N11。该结构最初建于1979年,最近随着南非道路代理有限公司(SANRAL)升级为N11进行了扩建。在设计时,对这座桥了解甚少,因为没有“建成”图纸。由于结构的偏远地区,探索性调查一直保留到施工阶段。因此,在施工阶段对最终设计方案进行了修改,以解决结构中的加固问题。除了新加宽的甲板较重的自重之外,根据现代荷载规范,桥梁还需要承担更高的荷载。拓宽工程包括使用新的钢筋混凝土栏杆的新拓宽悬臂,并与现有的钢筋绑在一起。靠在拱腹上的纵向FRP板为主甲板梁提供了加强弯曲的功能。安装了使用DYWIDAG筋进行横向墩头加固以应对增加的弯矩,并使用钢筋混凝土护套加固了墩墩以加固墩墩。根据当前的SANRAL法规指定了耐久性混凝土,即使在这个偏远地区,混凝土的耐久性也很出色。本文总结了作为该项目一部分完成的工作。

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