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Design of a Steel Fibre Reinforced Concrete Segmental Tunnel Lining -- City West Cable Tunnel Project, Sydney, Australia

机译:钢纤维钢筋混凝土隧道衬砌 - 城市西缆隧道项目,澳大利亚悉尼

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Segmental tunnel linings are becoming more common in Australia. One current project employing a segmental lining is the City West Cable Tunnel (CWCT) in Sydney. The project has been commissioned by Energy Australia and is currently being constructed by Thiess Pty Ltd. The project includes 1.6 km of tunnel boring machine (TBM) driven, segmentally lined tunnel. The majority of the CWCT will be excavated through Hawkesbury Sandstone. The tunnel is required to carry a 132 kV electrical circuit under Sydney's central business district (CBD), between Haymarket and Energy Australia's City North Substation on Sussex Street. The segmental lining has been designed as a 3.2 m internal diameter, 200 mm thick universal ring with six trapezoidal segments. The design and detailing of this segmental lining presents some noteworthy challenges, including exposure to saline groundwater, and the exclusive use of steel fibres for flexural and tensile concrete reinforcement. This paper describes some of the key elements of the segmental lining design. These include: the case for choosing segmental linings over other forms of tunnel construction; the major design checks required of a segmental lining including ground loading, hydrostatic loading, joint bearing, joint rotation, ram loading and the early strength lifting case; the benefits of using steel fibres over conventional steel reinforcement; the design approach used for steel fibre reinforced concrete; the application of 3D computer modelling in the design; the provision for components including connector dowels and gaskets; the design for passive fire resistance; and the design for durability of steel fibre reinforced concrete in a saline environment. Segmental lining design requires the application of specialist design approaches. Input is required by the construction team, as the methods of demoulding, handling, transportation and installation impact on the lining design. As the segmental lining is functioning as immediate ground support and also a permanent lining, high standards of manufacture and construction quality control are required to ensure that the 100-year design life is met. The requirement for a watertight tunnel means that detailing and installation of the EPDM gaskets is of importance.
机译:节段隧道衬里在澳大利亚越来越普遍。一项采用节段衬里的目前项目是悉尼市西部电缆隧道(CWCT)。该项目已被能源澳大利亚委托,目前正在由Thiess Pty Ltd.构建该项目包括1.6公里的隧道镗床(TBM)驱动,分段排列隧道。大多数CWCT将通过霍克斯伯里砂岩挖掘出来。隧道需要在悉尼中央商业区(CBD)下携带132千伏电路,在Haymarket和Energy Australia在Sussex Street的北路。节段衬里设计为3.2米的内径,200毫米厚的通用环,具有六个梯形段。这种细分衬里的设计和细节呈现出一些值得注意的挑战,包括暴露于盐水地下水,以及钢纤维的弯曲和拉伸混凝土加固的专用。本文介绍了分段衬里设计的一些关键要素。这些包括:在其他形式的隧道结构中选择节段衬里的情况;节段衬里所需的主要设计检查包括接地装载,静液压加载,关节轴承,关节旋转,柱塞装载和早期强度提升壳;使用钢纤维在常规钢筋上的益处;用于钢纤维混凝土的设计方法; 3D计算机建模在设计中的应用;提供包括连接器销钉和垫圈的组件的规定;被动耐火性的设计;盐水环境中钢纤维钢筋混凝土耐久性设计。分段衬里设计需要专业设计方法的应用。建筑队伍要求输入,作为拆卸,处理,运输和安装对衬里设计的影响的方法。由于节段衬里作为即时地面支撑和永久衬里的运作,因此需要高标准的制造和施工质量控制,以确保满足100年的设计生活。水密隧道的要求意味着EPDM垫圈的细节和安装是重要的。

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