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Design And Construction Of Bukit Panjang Lrt, Singapore

机译:新加坡武吉知马村的设计与施工

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The Bukit Panjang light rapid transit (LRT) system, a groundbreaking project for the Land Transport Authority of Singapore, was designed to serve as a feeder to the existing mass rapid transit network and the Bukit Panjang bus interchange. The main civil engineering elements consist of 7 8 km of twin-track elevated guideway, 14 stations and a maintenance depot with an operation control centre. The system was completed and opened to the public in November 1999. This paper discusses the design and construction of the LRT guideway, which consists mainly of precast prestressed concrete segmental box girder bridges with epoxy glued joints and internally prestressed tendons. The bridge decks are predominantly simply supported spans ranging from I 5 to 34 m; however, a few special decks are made continuous due to stability requirements. Two overhead launching girders were employed for erecting the guideway. Due to specific site constraints and system requirements, the alignment was characterised by numerous tight curves with a minimum horizontal radius of 60 m. The geometry control method and construction equipment, such as the casting cells and the launching girders, were tailor-made in order to tackle the unconventional situation. Some operation and maintenance aspects of the system are also covered in this paper.
机译:武吉班让轻快运(LRT)系统是新加坡陆路交通管理局的一项开创性项目,旨在用作现有的大众快速运输网络和武吉班让公交交汇处的支线。土木工程的主要组成部分包括7 8公里的双线高架导轨,14个车站以及一个带操作控制中心的维修站。该系统于1999年11月建成并向公众开放。本文讨论了LRT导轨的设计和施工,该导轨主要由预制的预应力混凝土分段箱梁桥组成,该桥具有环氧胶缝和内部预应力筋。桥面板主要是受支撑的跨度,范围从I 5到34 m;但是,出于稳定性的考虑,一些特殊的甲板是连续的。两个高架下水梁被用来架设导轨。由于特定的场地限制和系统要求,该路线的特点是许多弯曲的曲线,其最小水平半径为60 m。为了解决非常规情况,量身定制了几何控制方法和施工设备,例如浇注室和发射梁。本文还介绍了系统的一些操作和维护方面。

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