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    TELESCOPING SHORING POST WITH GROSS ADJUSTMENT CAPACITY
    58.
    发明申请
    TELESCOPING SHORING POST WITH GROSS ADJUSTMENT CAPACITY 审中-公开
    用调整能力调整短裤

    公开(公告)号：US20100005735A1

    公开(公告)日：2010-01-14

    申请号：US12498643

    申请日：2009-07-07

    申请人： Paul Gillespie ,  Jianhua Zhang

    发明人： Paul Gillespie ,  Jianhua Zhang

    IPC分类号： E04C3/30

    CPC分类号： E04G25/04 ,  E04G25/06

    摘要： A telescoping shoring post having an inner tube having a plurality of projections spaced longitudinally thereon, longitudinally adjacent projections forming a groove there between to create a plurality of grooves on the inner tube; a hollow outer tube, the outer tube dimensions to allow the inner tube to slide therein; a load plate, the load plate having a collar adapted to affix the load plate to the outer tube and tongues projecting from the load plate, the tongues adapted to project over a hollow portion of the outer tube when the load plate is affixed to the outer tube, wherein the inner tube can slide within the outer tube to a gross adjustment extension length and wherein the tongues on the load plate are adapted to engage the grooves on the inner tube.

    摘要翻译： 一种伸缩式支柱，其具有内管，所述内管具有在其上纵向隔开的多个突起，纵向相邻的突起在其间形成凹槽，以在内管上形成多个凹槽; 一个中空的外管，外管尺寸允许内管在其中滑动; 负载板，该负载板具有适于将负载板固定到外管的凸缘和从负载板突出的舌片，所述舌片适于在所述负载板固定到所述外壳上时突出到所述外管的中空部分上 管，其中内管可以在外管内滑动到大的调整延伸长度，并且其中装载板上的舌片适于接合内管上的凹槽。

    Concrete slab form system
    59.
    发明授权
    Concrete slab form system 有权

    公开(公告)号：US07581709B2

    公开(公告)日：2009-09-01

    申请号：US10495530

    申请日：2003-12-17

    申请人： Paul Gillespie ,  Charles Wood

    发明人： Paul Gillespie ,  Charles Wood

    IPC分类号： E04G11/56 ,  E04G11/40

    CPC分类号： E04G11/38 ,  E04G11/48 ,  E04G11/486 ,  E04G17/18 ,  E04G25/066 ,  E04G2009/025 ,  Y10T403/59 ,  Y10T403/591

    摘要： A system of interconnecting structural components for supporting and forming suspended concrete slabs that allow removal of form panels without disturbing the slab support posts (shores). Additional features of the system accommodate changes in suspended slab thickness, horizontal slab dimensions that are not multiples of the basic component dimensions, slab edge cantilevered form panels, attachment to walls and remote manipulation of form panels from the floor below using an erection staff. The primary system components are panels, support posts, telescopic beams, adjustable hanger connections, wall hangers, wall beams, raking shore assemblies and erection/stripping staffs. Form panels are directly supported by the shores without the use of an intermediate member (usually a beam) that is common practice in the concrete forming industry. The system reduces the number of required components that in turn reduces the capital cost to the user and improves his labor efficiency and quality of the concrete surface.

    Concrete slab form system
    60.
    发明授权
    Concrete slab form system 有权
    混凝土板形成系统

    公开(公告)号：US07530545B2

    公开(公告)日：2009-05-12

    申请号：US11893873

    申请日：2007-08-16

    申请人： Paul Gillespie ,  Charles Wood

    发明人： Paul Gillespie ,  Charles Wood

    IPC分类号： E04G25/00

    CPC分类号： E04G11/38 ,  E04G11/48 ,  E04G11/486 ,  E04G17/18 ,  E04G25/066 ,  E04G2009/025 ,  Y10T403/59 ,  Y10T403/591

    摘要： A system of interconnecting structural components for supporting and forming suspended concrete slabs that allow removal of form panels without disturbing the slab support posts (shores). Additional features of the system accommodate changes in suspended slab thickness, horizontal slab dimensions that are not multiples of the basic component dimensions, slab edge cantilevered form panels, attachment to walls and remote manipulation of form panels from the floor below using an erection staff. The primary system components are panels, support posts, telescopic beams, adjustable hanger connections, wall hangers, wall beams, raking shore assemblies and erection/stripping staffs. Form panels are directly supported by the shores without the use of an intermediate member (usually a beam) that is common practice in the concrete forming industry. The system reduces the number of required components that in turn reduces the capital cost to the user and improves his labor efficiency and quality of the concrete surface.

    摘要翻译： 互连用于支撑和形成悬挂混凝土板的结构部件的系统，其允许在不干扰板支撑柱（海岸）的情况下移除模板。 该系统的附加功能适应悬挂板坯厚度的变化，水平板尺寸不是基本部件尺寸的倍数，板坯边缘悬臂板，墙壁附件和使用安装人员从下面的地板远程操作板形板。 主要系统组件是面板，支撑柱，伸缩梁，可调节的衣架连接，壁挂架，墙梁，耙岸组件和安装/拆卸人员。 在不使用在混凝土成形工业中常见的中间构件（通常为梁）的情况下，板形板直接由岸边支撑。 该系统减少了所需组件的数量，从而降低了用户的资本成本，提高了他的劳动效率和混凝土表面的质量。