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    • 1. 发明申请
    • RAILWAY ARCH LININGS AND MEZZANINE FLOORS
    • 铁路建筑物和梅萨罗尼亚地板
    • WO2009044277A3
    • 2009-09-11
    • PCT/IB2008003091
    • 2008-10-03
    • NELSON ANTOINE
    • FINCH STEVEN CAFFALL
    • E04B1/32E04B9/06E04F13/08E21D11/18
    • E04B1/3205E04B9/061E04B9/064E04B9/065E04C2003/0473
    • A system for lining arched structures, particularly railway arches (1 ), provides a plurality of elongate, flexible frame elements (70), each protected by a flexible shield (149) and engaged frictionally against the curved soffit (5) by hoop stress applied at either end, preferably by a pair of installation tools (300) mounted on stanchions (40) Each tool includes a pivoting ratchet which allows the flexible frame element (70) to be formed into an arched shape on the ground and then raised into a vertical plane prior to installation Each frame element (70) may comprise a unitary 'top-hat' profile with deformable hinges, each hinge having an associated deformation structure which distributes bending forces evenly during installation The frame elements (70) are fixed to the stanchions (40) to support them at either end in their installed position, providing a self-supporting, arched framework which relies upon the masonry soffit (5) for its shape and stability Alternatively, each frame element may comprise joints which are remotely locked in the installed position, allowing the frame element to be decoupled from the soffit The framework is installed from ground level, and the stanchions support a temporary mezzanine floor made from modular interlocking panels.
    • 用于衬砌拱形结构,特别是铁路拱形(1)的系统提供了多个细长的柔性框架元件(70),每个都由柔性屏蔽(149)保护,并通过施加的环向应力摩擦地抵靠弯曲的拱顶(5) 在任一端,优选地通过安装在支柱(40)上的一对安装工具(300)。每个工具包括枢转棘轮,其允许柔性框架元件(70)在地面上形成拱形,然后升高成 安装前的垂直平面每个框架元件(70)可以包括具有可变形铰链的整体“顶帽”轮廓,每个铰链具有相关联的变形结构,其在安装期间均匀地分布弯曲力。框架元件(70)固定到支柱 (40)在其安装位置的任一端支撑它们,提供一个自支撑的拱形框架,其依赖于砖石架构(5)的形状和稳定性。或者,每个框架e 杠杆可以包括远程锁定在安装位置的接头,允许框架元件与拱顶脱钩。框架从地面安装,并且支柱支撑由模块化互锁面板制成的临时夹层。
    • 2. 发明申请
    • RAILWAY ARCH LININGS AND MEZZANINE FLOORS
    • 铁路建筑物和梅萨罗尼亚地板
    • WO2009044277A2
    • 2009-04-09
    • PCT/IB2008/003091
    • 2008-10-03
    • NELSON, Antoine
    • FINCH, Steven, Caffall
    • E04B1/3205E04B9/061E04B9/064E04B9/065E04C2003/0473
    • A system for lining arched structures, particularly railway arches (1 ), provides a plurality of elongate, flexible frame elements (70), each protected by a flexible shield (149) and engaged fπctionally against the curved soffit (5) by hoop stress applied at either end, preferably by a pair of installation tools (300) mounted on stanchions (40) Each tool includes a pivoting ratchet which allows the flexible frame element (70) to be formed into an arched shape on the ground and then raised into a vertical plane prior to installation Each frame element (70) may comprise a unitary "top-hat" profile with deformable hinges, each hinge having an associated deformation structure which distributes bending forces evenly during installation The frame elements (70) are fixed to the stanchions (40) to support them at either end in their installed position, providing a self-supporting, arched framework which relies upon the masonry soffit (5) for its shape and stability Alternatively, each frame element may comprise joints which are remotely locked in the installed position, allowing the frame element to be decoupled from the soffit The framework is installed from ground level, and the stanchions support a temporary mezzanine floor made from modular interlocking panels, which provides access to the soffit for installation of cooperating, flat lining panels, each panel comprising a foamed plastics body with downwardly directed channels and interlocking upper and lower edges which cooperate to form an angularly adjustable joint A column mounting assembly comprises a base element (1050) adapted for attachment to an upwardly facing support surface (71) of a concrete slab (7), and having a mounting structure for supporting the column (1000) The base element may form a cantilever which overhangs an edge of the support surface, with part of the vertical load being transferred from the column to a flat plate (1070) arranged on the ground surface (16') beneath the mounting structure The mounting structure may comprise a central support (1064", 1068) on which the column is pivotably balanced, and which is vertically adjustable so as to adjust the overall height of the column, with a plurality of independently adjustable lateral supports (1065", 1069, 1069', 1066", 1069, 1069') arranged around it to support the column in a vertical orientation Conveniently, the mounting structure comprises a set of threaded rods (1064, 1065, 1066) which are advanced downwardly through the overhanging portion (1057) so as to transfer the vertical load from the column to the plate The assembly may be used in supporting columns above a soakaway (10") in a railway arch A roll-formed stanchion generally of "top-hat" form and defining a stiffening tubular section is also disclosed and claimed Independent claims are included for the system, method, flexible frame element, stanchion, shield, panel, modular flooring element and installation tool.
    • 用于衬砌拱形结构,特别是铁路拱形(1)的系统提供了多个细长的柔性框架元件(70),每个都由柔性屏蔽(149)保护,并通过施加环向应力而与弯曲的拱顶(5)动作啮合 在任一端,优选地通过安装在支柱(40)上的一对安装工具(300)。每个工具包括枢转棘轮,其允许柔性框架元件(70)在地面上形成拱形,然后升高成 安装前的垂直平面每个框架元件(70)可以包括具有可变形铰链的整体“顶帽”轮廓,每个铰链具有相关联的变形结构,其在安装期间均匀地分布弯曲力。框架元件(70)固定到支柱 (40)在其安装位置的任一端支撑它们,提供一个自支撑的拱形框架,其依靠砌体拱顶(5)的形状和稳定性。或者,每个框架 远程锁定在安装位置的接头,允许框架元件从拱顶脱离。框架从地面安装,并且支柱支撑由模块化互锁面板制成的临时夹层楼板,其提供对 用于安装配合的平板衬板的每个面板包括具有向下定向通道的发泡塑料体和互锁的上下边缘,其协作以形成角度可调节的接头。柱安装组件包括基座元件(1050),其适于附接到 混凝土板(7)的面向上的支撑表面(71),并且具有用于支撑柱(1000)的安装结构。基座元件可以形成悬臂,其悬挂在支撑表面的边缘上,部分垂直载荷 从柱子转移到布置在安装结构的下面的地面(16')上的平板(1070) 安装结构可以包括中心支撑件(1064“,1068),柱体可枢转地平衡在其上,并且其可垂直地可调节以便利用多个可独立调节的侧向支撑件(1065”,1069)来调节柱的整体高度 ,1069',1066“,1069,1069'),其布置在其周围以在垂直方向上支撑柱。方便地,安装结构包括一组螺杆(1064,106,1066),其向下推过穿过突出部分 1057),以将垂直载荷从塔转移到板上该组件可用于在铁路拱顶中的浸泡(10“)上方的支撑柱中。一般为”顶帽“形式的辊形支柱定义为 加强管状部分也被公开和要求。为系统,方法,柔性框架元件,支柱,屏蔽,面板,模块化地板元件和安装工具包括独立权利要求。