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    Structural support spacer
    31.
    发明授权
    Structural support spacer 有权
    结构支撑垫片

    公开(公告)号：US09085888B2

    公开(公告)日：2015-07-21

    申请号：US14079567

    申请日：2013-11-13

    Applicant: Kevin S. Fuller

    Inventor： Kevin S. Fuller ,  Wayde J. Altendorf ,  Stephen J. Ware ,  Allen J. Bishop

    IPC: E04B1/38 ,  E04C5/00 ,  E04B7/02 ,  E04G25/00

    CPC classification number: E04B7/024 ,  E04B1/34315 ,  E04B1/34384 ,  E04B7/022 ,  E04C3/02 ,  E04C2003/026 ,  E04G21/1891 ,  E04G25/00

    Abstract: This disclosure relates to building trades where precise spacing between structural members ensures support via use of a plurality of elongate spacers. The spacers include at least one intermediate transit tacking member and a pair of nail- or screw-receiving apertures on opposing ends of thereof. One of the opposing ends serves as a pivoting end and the opposite end includes one or more relatively shorter member near the aperture formed therein. These member(s) can be driven into an adjacent trust or other support member while a final precise position is determined. To determine the final precise position to affix a given spacer one or more indicia is provided. Such indicia can include end edges, one or more cut-out features and/or one or more cut-out features and/or numbered or lettered (or other symbols) indicating the relative spacing from one end of the elongate spacer to the other.

    Abstract translation: 本公开涉及建筑行业，其中结构构件之间的精确间隔通过使用多个细长间隔件确保支撑。 所述间隔件包括至少一个中间过渡固定构件和在其相对端上的一对钉或螺钉接收孔。 相对端中的一个用作枢转端，并且相对端在其中形成的孔附近包括一个或多个相对较短的构件。 当确定最终精确位置时，这些构件可以被驱动到相邻的托架或其他支撑构件中。 为了确定固定给定间隔物的最终精确位置，提供了一个或多个标记。 这种标记可以包括端边缘，一个或多个切口特征和/或一个或多个切口特征和/或指示从细长隔离物的一端到另一端的相对间隔的编号或字母（或其他符号）。

    Method and system of using standardized structural components
    32.
    发明授权
    Method and system of using standardized structural components 有权
    使用标准化结构件的方法和系统

    公开(公告)号：US09081916B2

    公开(公告)日：2015-07-14

    申请号：US14226681

    申请日：2014-03-26

    Applicant: PrescientCo, Inc.

    Inventor： John Louis Vanker ,  Michael J. Lastowski

    IPC: G06F17/50 ,  G06G7/48 ,  E04B1/24 ,  E04B1/08

    CPC classification number: G06F17/5004 ,  E04B1/08 ,  E04B1/24 ,  E04B2001/2415 ,  E04B2001/2448 ,  E04B2001/2454 ,  E04B2001/246 ,  E04B2001/2496 ,  E04C2/44 ,  E04C3/02 ,  E04C3/30 ,  G06F2217/02

    Abstract: A method and system disclosed herein provides generating an architectural diagram describing an architectural layout of a building, wherein one or more walls of the building are designated as standardized structural walls, automatically positioning each of the standardized structural walls to a geometric grid, and mapping (or “placing”), using a computer, one or more of a plurality of standardized structural components, including standardized panels, standardized columns, and standardized trusses to coordinates of the geometric grid.

    Abstract translation: 本文公开的方法和系统提供了生成描述建筑物的建筑布局的建筑图，其中建筑物的一个或多个墙被指定为标准化结构壁，将每个标准化结构壁自动地定位成几何网格， 或“放置”），使用计算机，多个标准化结构部件中的一个或多个，包括标准化面板，标准化柱和标准化桁架以用于几何网格的坐标。

    DEPLOYABLE TRUSS WITH ORTHOGONALLY-HINGED PRIMARY CHORDS
    33.
    发明申请
    DEPLOYABLE TRUSS WITH ORTHOGONALLY-HINGED PRIMARY CHORDS 审中-公开
    具有正交主旋律的可合并的TRUSS

    公开(公告)号：US20150101261A1

    公开(公告)日：2015-04-16

    申请号：US14461485

    申请日：2014-08-18

    Applicant: CPI TECHNOLOGIES, LLC

    Inventor： DONALD V. MERRIFIELD

    IPC: E04B1/343 ,  E04B1/35 ,  E04C3/02 ,  E04B2/00 ,  E04B1/19 ,  E04B1/344

    CPC classification number: E04B1/3445 ,  B64G1/22 ,  B64G1/222 ,  E01D15/124 ,  E04B1/19 ,  E04B1/1903 ,  E04B1/34357 ,  E04B1/344 ,  E04B1/35 ,  E04B5/02 ,  E04B2001/1957 ,  E04B2001/1987 ,  E04C3/005 ,  E04C3/02 ,  E04C3/04 ,  E04C3/08 ,  E04C2003/0491

    Abstract: A deployable truss with modified primary orthogonal joints. The construction of these joints causes the center-hinged primary chords on opposite sides of a truss bay to fold inward in a plane orthogonal to the folding planes of the side diagonals while the two secondary chords fold in planes orthogonal to the plane of the in-folding primary chords. This provides for stiffness and stability during deploy and retract. The unique joint configuration permits the truss to deploy one bay at a time in a stable manner while having lateral bending stiffness, and the truss thus can extend and retract in a sequential manner. It can deploy integral flat panels nested between the secondary folding chords, or use cross bracing in lieu of panels. The truss can be triangular, square or rectangular in cross-section. A powered support frame may be used in conjunction with the truss.

    Abstract translation: 具有修改的主正交接头的可部署桁架。 这些接头的构造使得在桁架间隔的相对侧上的中心铰接的主弦在垂直于侧对角线的折叠平面的平面内向内折叠，同时两个辅助和弦在垂直于内侧平面的平面中折叠， 折叠主弦。 这提供了在展开和缩回期间的刚度和稳定性。 独特的接头配置允许桁架以稳定的方式一次部署一个间隔，同时具有横向弯曲刚度，并且桁架因此可以以顺序的方式延伸和缩回。 它可以部署嵌在次级折叠和弦之间的整体平板，或者使用交叉支撑代替面板。 桁架的横截面可以是三角形，正方形或矩形。 动力支撑框架可以与桁架结合使用。

    Pneumatic support
    34.
    发明授权
    Pneumatic support 有权
    气动支撑

    公开(公告)号：US08820000B2

    公开(公告)日：2014-09-02

    申请号：US13109573

    申请日：2011-05-17

    Applicant: Mauro Pedretti ,  Rolf Luchsinger

    Inventor： Mauro Pedretti ,  Rolf Luchsinger

    IPC: E04B1/36 ,  E04B1/02 ,  E04H15/20 ,  E04H15/34 ,  E04C3/02

    CPC classification number: E04H15/20 ,  E01D15/122 ,  E01D19/048 ,  E04C3/005 ,  E04C3/02 ,  E04C3/46 ,  E04H15/34 ,  E04H2015/205

    Abstract: A pneumatic support comprises a long hollow body, tapering towards the ends and two pressure/tension elements. The hollow body is embodied by a sleeve of gas-tight, flexible, non-stretch material. Said sleeve can be formed from two layers, an external non-stretch, flexible sleeve and an inner gas-tight elastic bladder. The hollow body can be pressurised with compressed gas by means of a valve. The both pressure/tension elements lie along diametrically opposed surface lines of the hollow body on the same and are partly or completely frictionally connected to the hollow body along said surface lines. The ends of the pressure/tension elements are frictionally connected to each other.

    Abstract translation: 气动支撑件包括长的中空体，朝向端部逐渐变细并且具有两个压力/张力元件。 中空体由气密，柔性，非拉伸材料的套筒体现。 所述套筒可以由两层形成，外部非拉伸柔性套管和内部气密弹性囊。 中空体可用压缩气体通过阀加压。 两个压力/张力元件位于同一空心体的沿径向相对的表面线上，并且沿着所述表面线部分或完全摩擦地连接到中空体。 压力/张力元件的端部彼此摩擦连接。

    Deployable truss with orthogonally-hinged primary chords
    35.
    发明授权
    Deployable truss with orthogonally-hinged primary chords 有权
    具有正交铰链主弦的可部署桁架

    公开(公告)号：US08813455B2

    公开(公告)日：2014-08-26

    申请号：US13708666

    申请日：2012-12-07

    Applicant: Donald V. Merrifield

    Inventor： Donald V. Merrifield

    IPC: E04H12/18

    CPC classification number: E04C3/02 ,  E04C3/005

    Abstract: A deployable truss with modified primary orthogonal joints. The construction of these joints causes the center-hinged primary chords on opposite sides of a truss bay to fold inward in a plane orthogonal to the folding planes of the side diagonals while the two secondary chords fold in planes orthogonal to the plane of the in-folding primary chords. This provides for stiffness and stability during deploy and retract. The unique joint configuration permits the truss to deploy one bay at a time in a stable manner while having lateral bending stiffness, and the truss thus can extend and retract in a sequential manner. It can deploy integral flat panels nested between the secondary folding chords, or use cross bracing in lieu of panels. The truss can be triangular, square or rectangular in cross-section. A powered support frame may be used in conjunction with the truss.

    Abstract translation: 具有修改的主正交接头的可部署桁架。 这些接头的构造使得在桁架间隔的相对侧上的中心铰接的主弦在垂直于侧对角线的折叠平面的平面内向内折叠，同时两个辅助和弦在垂直于内侧平面的平面中折叠， 折叠主弦。 这提供了在展开和缩回期间的刚度和稳定性。 独特的接头配置允许桁架以稳定的方式一次部署一个间隔，同时具有横向弯曲刚度，并且桁架因此可以以顺序的方式延伸和缩回。 它可以部署嵌在次级折叠和弦之间的整体平板，或者使用交叉支撑代替面板。 桁架的横截面可以是三角形，正方形或矩形。 动力支撑框架可以与桁架结合使用。

    LATTICE GIRDER
    38.
    发明申请
    LATTICE GIRDER 有权

    公开(公告)号：US20140069047A1

    公开(公告)日：2014-03-13

    申请号：US14016800

    申请日：2013-09-03

    Applicant: Bochumer Eisenhütte Heintzmann GmbH & Co. KG

    Inventor： Rudi Podjadtke

    IPC: E04C5/06

    CPC classification number: E04C5/06 ,  E04C3/02 ,  E04C3/08 ,  E04C3/30 ,  E04C5/163 ,  E04C5/165 ,  E04C2003/0413 ,  E04C2003/0469 ,  E04C2003/0495 ,  E21D11/107

    Abstract: A lattice girder for support of a tunnel structure includes coupling elements arranged on ends of the lattice girder. Each coupling element has two sheet-metal strips having each an end formed with a loop. Extending between the coupling elements in a longitudinal direction of the lattice girder are two lower bars and an upper bar arranged to define corners of a triangle in cross section. A framework made of single braces connects the lower bars with the upper bar. Connectors are received in the loops of the sheet-metal strips.

    Abstract translation: 用于支撑隧道结构的格子梁包括布置在格栅梁的端部上的耦合元件。 每个耦合元件具有两个片状金属带，每个端部形成有环。 沿着格栅梁的纵向方向在连接元件之间延伸的是两个下部杆和布置成限定三角形的横截面角部的上部杆。 由单支架构成的框架将下杆与上杆连接。 连接器被接收在金属板条的环中。

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