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    • 11. 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。
    • 12. 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。
    • 18. 发明申请
    • METHODS AND TILE FOR USE IN A FALSE CEILING OR WALL AND A FALSE CEILING OR WALL
    • 使用在天花板或墙壁上的方法和方法以及一个假天花板或墙壁
    • WO2016042151A1
    • 2016-03-24
    • PCT/EP2015/071501
    • 2015-09-18
    • SAINT-GOBAIN ECOPHON AB
    • CHIGOT, PierreARVIDSSON, Emma
    • E04B9/36E04B9/04E04B9/22
    • E04B9/061E04B9/04E04B9/225E04B9/363E04B2103/04E04F13/16
    • The disclosure relates to a method of preparing an installation, to a method of installation of a false ceiling or wall, to a tile for use in such a false ceiling or wall and to a false ceiling or false wall. The method of preparing an installation comprises: calculating (202) format, position and orientation for each individual tile in the suspended ceiling or wall, associating (202; 206) each individual tile with a unique tile identity, producing (300) the individual tiles according to the calculated format, providing (301) respective tile with the tile identity of respective tile, providing (302) a representation of the suspended ceiling or wall including an association of the position of respective tile with respective tile identity.
    • 本公开涉及一种将一种安装的方法,一种将假天花板或墙壁安装到瓦片上以用于这种假天花板或墙壁以及假天花板或虚假墙壁的方法。 准备安装的方法包括:对悬挂的天花板或墙壁中的每个单独的瓦片计算(202)格式,位置和方向,将每个单独的瓦片与独特的瓦片标识相关联(202; 206),从而产生(300)各个瓦片 根据所计算的格式,提供(301)相应瓦片与相应瓦片的瓦片标识,提供(302)悬挂的天花板或墙壁的表示,其包括相应瓦片的位置与相应瓦片标识的关联。
    • 19. 发明申请
    • FLEXIBLE DRYWALL GRID MEMBER FOR FRAMING DRYWALL STRUCTURES
    • 用于框架式干燥结构的柔性干燥网格构件
    • WO2014078107A1
    • 2014-05-22
    • PCT/US2013/068251
    • 2013-11-04
    • USG INTERIORS, LLC
    • GULBRANDSEN, Peder J.UNDERKOFLER, Abraham M.PAULSEN, Mark R.
    • E04B9/06E04C3/00
    • E04B9/061E04B9/068E04C3/005
    • A curvable grid tee for suspending drywall capable of being configured vertically into convex or concave shapes comprising a series of identical web segments joined end-to-end, the segments being formed of sheet metal into a tee shaped cross section, the sheet metal of a segment being folded such that each segment has a vertical double layer stem with the stem layers joined at a common fold at upper edges thereof, the sheet metal at lower edges of each layer of the stem being bent outwardly to form a flange, a junction between adjacent segments permitting such adjacent segments to be angularly displaced relative to one another in a vertical plane such that the flanges are capable of supporting a drywall panel in a curved plane.
    • 一种用于悬挂干墙的可调节网格T形件,其能够垂直地构造成凸形或凹形,包括端到端连接的一系列相同的网段,所述段由金属板形成三通形横截面,所述金属片为 片段被折叠使得每个片段具有垂直的双层茎杆,茎杆层在其上边缘处以共同的折叠处连接,茎的每层的下边缘处的金属板向外弯曲以形成凸缘, 相邻的区段允许这些相邻区段在垂直平面中相对于彼此成角度地移位,使得凸缘能够在弯曲平面中支撑干墙板。
    • 20. 发明申请
    • APPARATUS AND METHODS OF FORMING A CURVED STRUCTURE
    • 形成弯曲结构的装置和方法
    • WO2008002658A2
    • 2008-01-03
    • PCT/US2007015082
    • 2007-06-28
    • FLEX ABILITY CONCEPTS L L CWHEELER FRANK L
    • WHEELER FRANK L
    • E04C3/38
    • E04B9/06E04B9/061E04B2002/7481E04C3/40
    • An improved apparatus for forming curved structures comprises a plurality of pivotally connected sections, each section having a track portion, and a strap member adapted for slidably engaging the track portion of the sections such that the sections are movable to form a radius of curvature. The sections of the apparatus of the current invention are initially pivotal in relation to one another. Following position in a desired configuration, one embodiment of the current invention provides a tab or protrusion carried by one section which is compressed against the base portion of an adjacent section to preclude further pivotal movement. In another embodiment, the pivotal connection between adjacent sections is further compressed, crimped or swaged to preclude further pivotal movement.
    • 用于形成弯曲结构的改进的装置包括多个枢转连接的部分,每个部分具有轨道部分,以及适于可滑动地接合部分的轨道部分的带部件,使得这些部分可移动以形成曲率半径。 本发明的装置的部分最初是相互关联的。 在所需配置中的后续位置,本发明的一个实施例提供了一个部分承载的突片或突起,其被压靠在相邻部分的基部上以阻止进一步的枢转运动。 在另一个实施例中,相邻部分之间的枢转连接被进一步压缩,卷曲或模锻以排除进一步的枢转运动。