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    Special purpose EOD axial repetitive joint
    1.
    发明授权
    Special purpose EOD axial repetitive joint 有权

    公开(公告)号：US11982079B1

    公开(公告)日：2024-05-14

    申请号：US16602375

    申请日：2019-09-26

    Applicant: The United States of America as Represented by the Secretary of the Navy

    Inventor： Lee Foltz

    IPC: E04B1/19 ,  F16B7/00 ,  F42D5/04

    CPC classification number: E04B1/1912 ,  F16B7/00 ,  E04B2001/1927 ,  E04B2001/1933 ,  E04B2001/1936 ,  F42D5/04

    Abstract: An exemplary axial joint includes a planar member having a first plurality of joined sections and a second plurality of joined sections perpendicular to the first plurality of joined sections. Each section of the first plurality of joined sections and the second plurality of joined sections has a pattern of apertures therein, and each section is foldable approximately perpendicular to an adjacent section. The pattern of apertures in a first section after folding is congruent with the pattern of apertures in a second section after folding, wherein the second section is parallel to the first section, after folding. An elongate member is arranged through the apertures of one or more sections of the planar member, after folding the sections of the planar member.

    Modular Type Shading Facade
    2.
    发明公开
    Modular Type Shading Facade 审中-公开

    公开(公告)号：US20230279667A1

    公开(公告)日：2023-09-07

    申请号：US17890105

    申请日：2022-08-17

    Applicant: Cuby Technologies Inc

    Inventor： Aleh Kandrashou

    IPC: E04F13/00 ,  E04B1/19

    CPC classification number: E04F13/002 ,  E04B1/19 ,  E04B2001/1936 ,  E04B2001/1918 ,  E04B2001/1963 ,  E04B2001/199

    Abstract: A modular shading facade spaced from a building wall includes multiple decorative modules. Each module is formed by a rigid frame with outwardly extending legs connected to the frame by multiple receiving brackets. Each receiving bracket has a base and a stepped region formed by two angle shaped parts disposed at an angle to each other to define an open space for receiving the respective leg. A primary bracket is defined by a base with a primary socket attached to the base for inserting said legs. The primary bracket is connected to a facade frame.

    Strut arrangement for a geodesic dome
    5.
    发明申请
    Strut arrangement for a geodesic dome 审中-公开

    公开(公告)号：US20170175378A1

    公开(公告)日：2017-06-22

    申请号：US14971440

    申请日：2015-12-16

    Applicant: Lee Budde

    Inventor： Lee Budde

    IPC: E04B1/32 ,  E04B1/19

    CPC classification number: E04B1/3211 ,  E04B1/19 ,  E04B2001/1936 ,  E04B2001/3241 ,  E04B2001/3252

    Abstract: A strut disclosed herein, where multiple such struts are configured to form a geodesic dome, where each strut includes multiple elongate rod members with multiple fastener-through holes defined on each of the elongate rod members. The opposing ends of each elongate rod member comprises a bolt hole, where each of the opposing ends of one elongate rod member is joined and fastened to other opposing ends of the other elongate rod members to define a hub, thereby defining a framework for the geodesic dome. Each fastener-through hole is configured to fasten a covering material of a predefined configuration over the framework defined by the elongate rod members, thereby forming the geodesic dome.

    Systems and methods for construction of space-truss structures
    7.
    发明申请
    Systems and methods for construction of space-truss structures 审中-公开
    空间桁架结构的系统和方法

    公开(公告)号：US20060254200A1

    公开(公告)日：2006-11-16

    申请号：US11282244

    申请日：2005-11-18

    Applicant: Cory Clarke ,  Phillip Anzalone

    Inventor： Cory Clarke ,  Phillip Anzalone

    IPC: E04B1/00

    CPC classification number: E04B1/19 ,  E04B2001/1918 ,  E04B2001/1936 ,  G05B2219/45211

    Abstract: Systems and methods for construction of space-truss structures are described herein. In some embodiments, software is provided that includes a design module for providing a three-dimensional surface model for the space-truss structure and a fabrication module for providing construction specifications for the space-truss structure. The fabrication module can receive the three-dimensional surface model generated by the design module as input. The space-truss structure is constructed of components including nodes, rods, and panels. These components are generated using the construction specifications provided by the fabrication module. The nodes can include multiple node portions constructed of flat, metal plates having end portions that are bent at 90-degree angles with respect to a base portion for assembly.

    Abstract translation: 本文描述了用于构造空间桁架结构的系统和方法。 在一些实施例中，提供了包括用于为空间桁架结构提供三维表面模型的设计模块和用于提供空间桁架结构的构造规范的制造模块的软件。 制造模块可以接收由设计模块生成的三维表面模型作为输入。 空间桁架结构由包括节点，杆和面板的部件构成。 这些部件是使用制造模块提供的结构规格产生的。 节点可以包括由扁平的金属板构成的多个节点部分，其具有相对于用于组装的基部弯曲成90度角的端部。

    Space frames
    8.
    发明授权
    Space frames 失效
    空间框架

    公开(公告)号：US06543198B1

    公开(公告)日：2003-04-08

    申请号：US09744528

    申请日：2001-01-25

    Applicant: Leszek Aleksander Kubik

    Inventor： Leszek Aleksander Kubik

    IPC: E04C302

    CPC classification number: E04B1/19 ,  E04B5/14 ,  E04B2001/1933 ,  E04B2001/1936 ,  E04B2001/1972 ,  E04B2001/1978 ,  E04B2001/1984

    Abstract: A space frame (10) has upper chord lower grids (12, 14) of intersecting chords (16, 18). The chords (16, 18) are interconnected by bracing modules (30), the bracing modules (30) being spaced apart from one another in each grid direction. The bracing modules (30) are formed from four bracing members (32), the bracing members (32) being arranged in mutually inclined pairs, the bracing members (32) of each pair extending between upper and lower chords (16, 18) extending in the same grid direction. Each pair of bracing members (32) crosses the other pair of bracing members (32), the point of crossing (34) coinciding or being positioned between each member of the other pair of bracing members (32) and either the upper or lower chord (16, 18) associated with the other pair of bracing members (32).

    Abstract translation: 空间框架（10）具有相交弦（16,18）的上弦下格栅（12,14）。 弦杆（16,18）通过支撑模块（30）互连，支撑模块（30）在每个格子方向上彼此间隔开。 支撑模块（30）由四个支撑构件（32）形成，支撑构件（32）以相互倾斜的对布置，每对支撑构件（32）在上和下弦杆（16,18）之间延伸， 在同一个网格方向。 每对支撑构件（32）跨越另一对支撑构件（32），交叉点（34）重叠或位于另一对支撑构件（32）的每个构件之间，或者上弦或下弦 （16,18），与另一对支撑构件（32）相关联。

    Dual network dome structure
    9.
    发明授权
    Dual network dome structure 失效
    双网络穹顶结构

    公开(公告)号：US06192634B1

    公开(公告)日：2001-02-27

    申请号：US09180054

    申请日：1998-10-29

    Applicant: Alfonso E. Lopez

    Inventor： Alfonso E. Lopez

    IPC: E04B708

    CPC classification number: E04B7/08 ,  E04B1/19 ,  E04B1/32 ,  E04B7/105 ,  E04B2001/1918 ,  E04B2001/1927 ,  E04B2001/193 ,  E04B2001/1936 ,  E04B2001/1963 ,  E04B2001/1981 ,  E04B2001/1984 ,  E04B2001/1987 ,  E04B2001/1993 ,  E04B2001/3247 ,  E04B2001/3252 ,  E04B2001/3294

    Abstract: A reticulated dome structure (20) has an inner structural network (24) and an outer structural network (26). Each network has structural members (34, 38) connected at junctions (36, 40) to form various shapes of dome structures including: vault, vault with rounded ends, triangular, stadium, intersecting vault, and spherical. The junctions have two plates (54, 56) with the structural members fastened (68) therebetween to form moment bearing junctions. Tubular braces (32) are connected according to a desired plan between outer network junctions and inner network junctions to establish a desired substantially parallel spacing between the networks and to transfer loads locally between the networks. The network members subdivide outer and inner surfaces into polygonal areas which are of a uniform kind in the outer network. The outer network openings can be closed by closure panels (29, 170) which laterally stabilize the outer network members to which they are connected and structurally enhance that network.

    Abstract translation: 网状圆顶结构（20）具有内部结构网络（24）和外部结构网络（26）。 每个网络具有连接在连接处（36,40）处的结构构件（34,38），以形成各种形状的圆顶结构，包括：拱顶，具有圆形端部的拱顶，三角形，球场，相交的拱顶和球形。 接头具有两个板（54,56），其中结构构件紧固在其间以形成矩轴承接合点。 管状支架（32）根据外部网络连接点和内部网络连接点之间的期望平面进行连接，以在网络之间建立所需的基本平行的间距，并在网络之间本地传输负载。 网络组件将外表面和内表面细分为在外网中具有均匀类型的多边形区域。 外部网络开口可以通过横向稳定其所连接的外部网络构件的闭合面板（29,170）来封闭，并在结构上增强该网络。

    Modular space framed earthquake resistant structure
    10.
    发明授权
    Modular space framed earthquake resistant structure 失效
    模块化空间框架抗震结构

    公开(公告)号：US4903452A

    公开(公告)日：1990-02-27

    申请号：US197818

    申请日：1988-05-23

    Applicant: Yen T. Huang

    Inventor： Yen T. Huang

    IPC: E02B17/00 ,  E04B1/18 ,  E04B1/19 ,  E04B1/32 ,  E04H9/02

    CPC classification number: E04H9/02 ,  E04B1/19 ,  E04B2001/1927 ,  E04B2001/1936 ,  E04B2001/1972 ,  E04B2001/1981 ,  E04B2001/1984 ,  E04B2001/199 ,  E04B2001/1993 ,  E04H9/028

    Abstract: A modular space framed structure is constructed using uniform components to provide the desired geometry of the modular structure. The structure is comprised of a plurality of rigid Y-shaped joints, each of which has three branches which are disposed at respective predetermined space angles with respect to one another, and a plurality of panels spanning the spaces between the joints. In one embodiment the space angle between first and second branches are approximately 120.degree. and the respective space angles between a third branch and each of the first and second branches are approximately 90.degree. so that the interconnection of first and second branches of adjacent devices defines a hexagonal frame at each level in the structure and the interconnection of aligned ones of the third branches defines vertical legs of the structure. A plurality of such structures may be arranged to form a honeycomb shaped building construction with common vertical legs between adjacent structures. The Y-shaped joints may be comprised of three tubular branches or alternatively, three C-channel beams.

    Abstract translation: 使用均匀组件构造模块化空间框架结构以提供模块化结构的期望几何形状。 该结构由多个刚性的Y形接头组成，每个接头具有相对于彼此以相对于预定的空间角设置的三个分支，以及跨越接头之间的空间的多个面板。 在一个实施例中，第一和第二分支之间的空间角约为120度，并且第三分支与第一和第二分支中的每一个之间的相应空间角约为90度，使得相邻装置的第一和第二分支的互连定义为 结构中的每个水平面上的六边形框架以及第三分支中对齐的六边形框架的互连限定了该结构的垂直腿部。 多个这样的结构可以被布置成形成在相邻结构之间具有共同的垂直腿的蜂窝状建筑结构。 Y形接头可以由三个管状分支或者三个C形通道梁构成。

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