Ratcheting-type shrinkage compensating device for use in continuous tie-down systems
    1.
    发明授权
    Ratcheting-type shrinkage compensating device for use in continuous tie-down systems 有权
    用于连续系固系统的棘轮式收缩补偿装置

    公开(公告)号:US09388841B2

    公开(公告)日:2016-07-12

    申请号:US14214364

    申请日:2014-03-14

    摘要: A ratcheting-type rod engaging nut and assembly for releasably engaging a tie-down rod, and including a generally cylindrical body element having an upper cylindrical portion of a first diameter, a lower cylindrical portion of a second diameter less than the first diameter, and a tapered bore coaxial with and interconnecting the upper bore and the lower bore; an assembly of rod gripping segments disposed within the internal bore and surrounding a passageway for receiving a tie-down rod, each segment of the assembly including an outwardly facing surface having a tapered portion for engaging the tapered bore, and an inwardly facing surface for engaging the rod. A cap is disposed at the top of the body element and includes springs for downwardly biasing the segments into engagement with the tapered bore and for causing the facing surfaces of the segments to engage an outer surface of the rod.

    摘要翻译: 一种棘轮式杆接合螺母和组件,用于可释放地接合系杆,并且包括具有第一直径的上圆柱形部分的大体圆柱形主体元件,小于第一直径的第二直径的下圆柱形部分,以及 与上孔和下孔同轴并互连的锥形孔; 杆夹持段的组件,其设置在内孔内并且围绕用于接收固定杆的通道,组件的每个部分包括面向外的表面,其具有用于接合锥形孔的锥形部分和用于接合的向内的表面 杆 帽体设置在身体元件的顶部,并且包括弹簧,用于向下偏压片段与锥形孔接合并且使得片段的相对表面接合杆的外表面。

    POST INSTALLED CONCEALABLE CONCRETE ANCHOR
    2.
    发明申请
    POST INSTALLED CONCEALABLE CONCRETE ANCHOR 审中-公开
    后安装的CONCEALABLE CONCRETE锚栓

    公开(公告)号:US20140271034A1

    公开(公告)日:2014-09-18

    申请号:US14214274

    申请日:2014-03-14

    申请人: John D. Pryor

    发明人: John D. Pryor

    IPC分类号: F16B35/04

    摘要: An anchor for securing a threaded rod to a concrete structural element has a generally tapered conical or spherical body element configured to be seated within the concrete structural element. The anchor further includes a threaded bore extending through the body element. The threaded bore engages the threads of the rod in order to secure the rod to the concrete structural element. The body element has a generally planar top face having a top face diameter, as well as a generally planar bottom face having a bottom face diameter. Formed between the top face and the bottom face is a side wall such that the body element is formed with a taper. The taper is inserted into a complementary recess formed within the concrete structural element.

    摘要翻译: 用于将螺杆固定到混凝土结构元件的锚固件具有大致锥形的锥形或球形本体元件,其构造成坐在混凝土结构元件内。 锚固件还包括延伸穿过主体元件的螺纹孔。 螺纹孔接合杆的螺纹,以将杆固定到混凝土结构元件。 主体元件具有具有顶面直径的大致平坦的顶面,以及具有底面直径的大致平坦的底面。 在顶面和底面之间形成侧壁,使得主体元件形成有锥形。 将锥形插入形成在混凝土结构元件内的互补凹部中。

    Rod tie system for enhancing the interconnection between the walls and
roof framing systems of tilt-up buildings and the like
    3.
    发明授权
    Rod tie system for enhancing the interconnection between the walls and roof framing systems of tilt-up buildings and the like 失效
    用于增强倾斜建筑物的墙壁和屋顶框架系统之间的互连的连杆系统等

    公开(公告)号:US5881514A

    公开(公告)日:1999-03-16

    申请号:US866870

    申请日:1997-05-30

    申请人: John D. Pryor

    发明人: John D. Pryor

    IPC分类号: E04C5/08

    CPC分类号: E04C5/08

    摘要: A rod tie system for enhancing the interconnection between the walls and roof framing systems of tilt-up buildings and the like including a first type of connection bracket, a second type connection bracket, a clevis bracket, a turnbuckle bracket, a transfer lug, and several lengths of threaded rod. The first connection bracket and the clevis bracket can be combined to form a single plane articulating bracket, and the second type of connection bracket and the clevis bracket can be combined to form a dual plane articulating bracket. The several lengths of threaded rod are combined with the above brackets, as needed, to form a particular rod tie system. Among the principal advantages of the present invention are that the components thereof can easily be made from readily available stock material using only stamping or shearing devices, drills and welding equipment.

    摘要翻译: 一种用于增强倾斜建筑物等的壁和屋顶框架系统之间的互连的连杆系统,包括第一类型的连接支架,第二类型连接支架,U形夹支架,螺丝扣支架,转移凸耳和 几根螺纹杆。 第一连接支架和U形夹支架可以组合形成单平面铰接支架,第二种类型的连接支架和U形夹支架可以组合形成双平面铰接支架。 根据需要,若干长度的螺杆与上述支架组合以形成特定的杆接头系统。 本发明的主要优点在于,其组件可以容易地由容易获得的原材料制成,仅使用冲压或剪切装置,钻头和焊接设备。

    Flare strut system
    6.
    发明授权
    Flare strut system 失效
    火炬支柱系统

    公开(公告)号:US06493998B1

    公开(公告)日:2002-12-17

    申请号:US09354524

    申请日:1999-07-15

    申请人: John D. Pryor

    发明人: John D. Pryor

    IPC分类号: E04B704

    摘要: A Flare Strut System including a plurality of strut pairs, each forming an assembly for transferring force between wall and a roof continuity element. Each assembly is comprised of two elongated strut elements, or load transfer members, each including a longitudinal rotation and adjustment member at one end thereof, a first end connector assembly for facilitating connection of one end of the strut element to a wall, and a second end connector assembly for facilitating attachment of the other end of the strut element to a continuity element connection assembly, the latter assembly being adapted to combine with a corresponding connection assembly and sandwich the continuity element therebetween. Each strut element is adapted to angularly intersect both the engaged wall and the continuity element at acute angles which are determined by the particular buildings design.

    摘要翻译: 一种火焰支撑系统,包括多个支柱对,每个支柱对形成用于在壁和屋顶连续性元件之间传递力的组件。 每个组件由两个细长的支柱元件或负载传递构件组成,每个构件在其一端包括纵向旋转和调节构件,第一端连接器组件用于便于将支柱元件的一端连接到壁上,第二端连接器组件 端部连接器组件,用于便于将支柱元件的另一端连接到连续性元件连接组件,后者组件适于与对应的连接组件组合并且夹持其间的连续性元件。 每个支柱元件适于以由特定建筑物设计确定的锐角角度地相交所接合的壁和连续性元件。

    Manually adjustable structural load transferring device

    公开(公告)号:US5992126A

    公开(公告)日:1999-11-30

    申请号:US84752

    申请日:1998-05-26

    IPC分类号: E04G23/02 E04G23/04

    CPC分类号: E04G23/0218

    摘要: A manually adjustable structural load transferring device and system for providing tension and compression force transfer between a plurality of spaced building structural members. A pair of load transfer members are each provided with a threaded first end and a second end, the threaded first end of one of the pair of members having threads of opposite pitch to those of the first end of the other one. A coupler member has first and second threaded ends engaged with the threaded first ends of the pair of load transfer members so that the length of the assembly can be adjusted by relative rotation between the coupler member and the load transfer members. An end connection device is attached to the second end of each of the load transfer members, the end connection device including a plurality of fastener apertures and a plurality of bolt apertures for securing the base plate to a building structural member. Several embodiments of end connection devices are disclosed. The load transferring device is manually adjusted to fit the space between adjacent building structural members, and is secured to such structural members by fasteners and bolts.