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1. 发明授权

US06854238B2 Structural connection system for frameworks 失效
标题翻译：框架结构连接系统
公开(公告)号：US06854238B2
公开(公告)日：2005-02-15
申请号：US10293755
申请日：2002-11-12
申请人： Alfred Boots
发明人： Alfred Boots
IPC分类号： A47B47/02 , E04B1/19 , F16B12/50 , E04H12/06
CPC分类号： A47B47/027 , E04B1/19 , E04B1/1912 , E04B2001/1933 , E04B2001/196 , E04B2001/199 , F16B12/50 , Y10T403/347
摘要： The present invention provides a modular frameworking system having various apparatuses and methods of attaching same. A framework built according to the present invention includes a plurality of hubs or nodes, each hub including a plurality of pairs of opposing flat faces. Each face can connect to at least one connector. The present invention includes primary “T” shaped connectors that attach directly to the hubs and secondary “L” shaped connectors that attach to the primary connectors and thus the hub. An adapter is provided and connects at one end to a leg of the connector and at the other end to a structural member, e.g., a straight or curved tube, angle or channel. The adapter and structural member are readily removable from the hub and the connector. The connector can be curved and alternatively includes a hinge so that the connector can rotate. The connectors can attach to each face of the hub and can be rotated in multiple directions on any given face of the hub.
摘要翻译：本发明提供一种具有各种装置和方法的模块化框架系统。根据本发明构建的框架包括多个毂或节点，每个毂包括多对相对的平面。每个面都可以连接至少一个连接器。本发明包括主要的“T”型连接器，其直接连接到轮毂和附接到主连接器以及因此轮毂的次级“L”形连接器。提供适配器并且在一端连接到连接器的腿部，并且另一端连接到结构构件，例如直管或弯管，角度或通道。适配器和结构构件可以容易地从轮毂和连接器移除。连接器可以是弯曲的，或者包括铰链，使得连接器可以旋转。连接器可以附接到轮毂的每个表面，并且可以在轮毂的任何给定面上沿多个方向旋转。

2. 发明授权

US5967481A Staging component mounting system 失效
标题翻译：分段组件安装系统
公开(公告)号：US5967481A
公开(公告)日：1999-10-19
申请号：US888208
申请日：1997-07-03
申请人： Gabriel Lobo
发明人： Gabriel Lobo
IPC分类号： F21S2/00 , F21S8/00 , E04H12/06
CPC分类号： F21S2/00 , F21W2131/406
摘要： A staging component mounting system having a suspension assembly coupled to a support surface and including a first fastener element embedded in the support surface, and at least one elongate, strong, suspension segment coupled to an exterior coupling region of the first fastener element. The system further includes a primary truss that is strong, yet fully collapsible so as to facilitate storage and transportability thereof, and is removably coupled to the suspension assembly. The primary truss includes three elongate support members disposed in a spaced apart relation from one another, a brace element removably coupled between adjacent ones of the elongate support members in order to resist increased spacing of the adjacent support members from one another when coupled thereto, while also being structured to be removed from the coupled engagement so as to provide for collapsibility therebetween, and a plurality of removable fasteners structured to removably couple the brace element to the adjacent elongate support members. The system also includes an adjustable mount harness coupled to the suspension assembly and including a plurality of support segments coupled to an article to be mounted, and an adjustment segment variably coupled to each of the support segments so as to permit selective and independent modification of a mount elevation of the support segments and therefore a mount orientation of the article to be mounted.
摘要翻译：一种分段组件安装系统，其具有联接到支撑表面并包括嵌入在所述支撑表面中的第一紧固元件的悬挂组件以及联接到所述第一紧固件元件的外部联接区域的至少一个细长的强悬挂段。该系统还包括主桁架，该主桁架是坚固但完全可折叠的，以便于其储存和运输能力，并且可移除地联接到悬架组件。主桁架包括以彼此间隔开的关系设置的三个细长的支撑构件，支撑元件，其可拆卸地联接在相邻的细长支撑构件之间，以便抵抗相邻的支撑构件在与其连接时相互增加的间隔，同时还被构造成从耦合的接合中移除以便提供它们之间的可折叠性;以及多个可移除的紧固件，其被构造成可拆卸地将支撑元件连接到相邻的细长支撑构件。该系统还包括耦合到悬挂组件的可调节安装线束，并且包括联接到待安装的物品的多个支撑段和可变地耦合到每个支撑段的调节段，以允许选择性和独立地修改支撑段的安装高度，因此安装的物品的安装方向。

3. 发明授权

US4766712A Space framing system 失效
标题翻译：空间框架系统
公开(公告)号：US4766712A
公开(公告)日：1988-08-30
申请号：US416126
申请日：1982-09-09
申请人： Whitney M. Hale
发明人： Whitney M. Hale
IPC分类号： E04B1/19 , E04B1/24 , E04B1/343 , E04H12/06 , F16D1/00
CPC分类号： E04B1/1903 , E04B1/24 , E04B1/34326 , E04B1/1912 , E04B2001/1924 , E04B2001/1927 , E04B2001/1933 , E04B2001/1936 , E04B2001/196 , E04B2001/1969 , E04B2001/2406 , E04B2001/2451 , E04B2001/2466 , E04B2001/2481 , Y10T403/342 , Y10T403/347 , Y10T403/4602
摘要： A framing system for interconnecting elongated frame members into structurally stable, free-standing frames, building frame modules, lattice-type framework and the like employing novel connectors and associated connector arms.
摘要翻译：一种框架系统，用于将细长框架构件互连成结构稳定的独立框架，建筑框架模块，格子框架等，采用新颖的连接器和相关的连接臂。

4. 发明授权

US3462907A Utility pole with curved,laminated wood beams 失效
标题翻译：具有弯曲，层压木材的实用性
公开(公告)号：US3462907A
公开(公告)日：1969-08-26
申请号：US3462907D
申请日：1967-05-19
申请人： POTLATCH FORESTS INC
发明人： MCKEAN HERBERT B
IPC分类号： E04C3/30 , E04H12/06 , E04H12/24 , E04H12/08
CPC分类号： E04C3/30 , E04H12/06 , E04H12/24

5. 发明授权

US08763345B2 Load-resisting truss segments for buildings 有权
标题翻译：建筑物的承重桁架段
公开(公告)号：US08763345B2
公开(公告)日：2014-07-01
申请号：US13572477
申请日：2012-08-10
申请人： Kenneth M. Cloyd , Robert D. Lucey
发明人： Kenneth M. Cloyd , Robert D. Lucey
IPC分类号： E04H12/06 , E04H12/10 , E04C3/16 , E04C3/02
CPC分类号： E04C3/16 , E04B1/10 , E04B1/26 , E04B2001/2696 , E04C3/42 , E04C2003/026 , Y10T29/49627
摘要： The invention provides load-resisting segments (e.g., panels or frames for openings) for transmitting loads through a building structure. In the context of a wall, the load-resisting segments transmit shear loads downward to structural elements below the wall, such as to a building foundation. The load-resisting segments may comprise a truss configuration, i.e., an assembly of members forming a rigid framework. Each load-resisting segment can include web members and pairs of truss plates secured to sides of the segment to secure connections of the web members to each other and to other members. The wall segments can include beam-separation blocks that reduce truss plate failure by spacing apart the ends of two web members bearing against a chord or post to position the intersection point of the load paths of the web members with the load path of the chord or post.
摘要翻译：本发明提供了用于通过建筑结构传递载荷的负载阻力段（例如，用于开口的面板或框架）。在墙壁的背景下，耐负荷段将剪切载荷向下传递到墙下方的结构元件，例如建筑物基础。耐负荷段可以包括桁架构型，即形成刚性框架的构件的组件。每个耐负荷段可以包括腹板构件和固定到段的侧面的桁架板对，以确保腹板构件彼此连接到其它构件。壁段可以包括梁分离块，其通过将两个腹板构件的端部间隔开以抵靠弦或柱来减小桁架板的故障，以将腹板构件的载荷路径与弦的载荷路径的位置相交，或帖子

6. 发明授权

US4674256A Members for load-carrying spatial structure 失效
标题翻译：承载空间结构的成员
公开(公告)号：US4674256A
公开(公告)日：1987-06-23
申请号：US611183
申请日：1984-05-17
申请人： Georges Chailleux
发明人： Georges Chailleux
IPC分类号： E04B1/19 , E04C3/04 , E04C3/06 , E04H12/06
CPC分类号： E04C3/06 , E04B1/19 , E04B2001/1924 , E04B2001/1927 , E04B2001/1933 , E04B2001/1936 , E04B2001/196 , E04B2001/1975 , E04C2003/0413 , E04C2003/0417 , E04C2003/0421 , E04C2003/043 , E04C2003/0439 , E04C2003/0447 , E04C2003/0465 , E04C2003/0469 , E04C2003/0495 , Y10T403/342
摘要： The invention relates to members constituting the elements of a load-carrying spatial structure. These members, which can have any cross section, have a central circular channel (3) projecting at least at one end for fastening to the corresponding joint element. In a variant, the members can have several axial channels. An element made from these members can also be used as a part for an intermediate connection between a simple tubular member and the joint of the structure.
摘要翻译：本发明涉及构成负载空间结构元件的构件。这些可以具有任何横截面的构件具有至少在一端突出的中心圆形通道（3），用于紧固到相应的关节元件。在一个变型中，构件可以具有多个轴向通道。由这些构件制成的元件也可以用作简单的管状构件和结构的接头之间的中间连接的一部分。

7. 发明授权

US4308698A Interconnecting members for enclosures 失效
标题翻译：机柜的互连成员
公开(公告)号：US4308698A
公开(公告)日：1982-01-05
申请号：US128504
申请日：1980-03-10
申请人： Gregg R. Fleishman
发明人： Gregg R. Fleishman
IPC分类号： E04B1/19 , E04B1/32 , E04H12/06 , E04H12/10
CPC分类号： E04B1/1903 , E04B1/3211 , E04B2001/1918 , E04B2001/1921 , E04B2001/1933 , E04B2001/3247 , E04B2001/3252 , E04B2001/3294
摘要： Interconnecting members are provided for building up geodesic dome-like structures. In a first embodiment, there are provided strut members forming the edges of triangles utilized in the geodesic dome structure and gusset members provided at the vertices of the various formed triangles interconnecting with the ends of the strut members. The ends of the strut members and the gusset members are provided with cooperating integrally formed lip and recess portions arranged to be interlocked together, elastic resiliency of portions of the gusset member being provided to both enable the members to lie at an angle to each other and to be held in their interlocked relationship. In a second embodiment, the members making up the structural enclosure comprise triangular sheets of material, the side edges of the various triangular sheets having a series of projections and recessed generally of T-shaped configurations for interlocking with adjacent side edges of other triangular members, there again being provided resiliency in the T-shapes so that the members can lie at angles to each other and be held in their interlocked relationship by the resiliency involved while building up a geodesic dome structure.
摘要翻译：提供相互连接的构件用于建立测地圆顶状结构。在第一实施例中，提供了形成在测地圆顶结构中使用的三角形边缘的支柱构件和设置在与支柱构件的端部互连的各种形成的三角形的顶点处的角撑构件。支柱构件和角撑构件的端部设置有配合的整体形成的唇部和凹部，其布置成互锁在一起，提供角撑构件的部分的弹性弹性使得构件能够彼此成一角度; 以他们的联系关系。在第二实施例中，构成结构外壳的构件包括三角形材料片，各种三角形片的侧边缘具有一系列突起，并且通常具有T形构造，用于与其他三角形构件的相邻侧边缘互锁，再次在T形中提供弹性，使得构件可以彼此成角度并且通过在构建测地圆顶结构时所涉及的弹性保持在它们的互锁关系中。

8. 发明授权

US3791154A Mooring structure and method 失效
标题翻译：运动结构与方法
公开(公告)号：US3791154A
公开(公告)日：1974-02-12
申请号：US3791154D
申请日：1973-03-02
申请人： CRAIN G
发明人： CRAIN G
IPC分类号： E02B3/24 , E02D13/00 , E02B3/06 , E04H12/06
CPC分类号： E02B3/24
摘要： This invention relates to a mooring structure and method, comprising a triangular template or diaphragm having vertical sleeves at the corners through which tubular legs or piles are driven in telescoping arrangement. The vertical sleeves have diametrical offsets to enable their easy connection to the diaphragm. The sleeves are welded to angularly cut bottom ends of the legs. A prefabricated triangular casting is welded to the interior surfaces of the tops of the legs. Concrete is then poured through a funnel simultaneously into all the legs. One or more diaphragms may be used with each structure at a selected height above or below the water level.
摘要翻译：本发明涉及一种系泊结构和方法，包括三角形模板或隔膜，其在角部处具有垂直套筒，管状腿或桩以套筒方式被驱动。垂直套筒具有直径偏移，使其能够轻松连接到隔膜。将套管焊接成角度地切割腿的底端。将预制的三角形铸件焊接到腿的顶部的内表面。然后将混凝土通过漏斗同时倒入所有的腿部。每个结构可以在高于或低于水位的选定高度处使用一个或多个隔膜。

9. 发明授权

US08037658B2 Structural members for forming various composite structures 有权
标题翻译：用于形成各种复合结构的结构构件
公开(公告)号：US08037658B2
公开(公告)日：2011-10-18
申请号：US12319509
申请日：2009-01-08
申请人： Robert Kundel, Sr. , Robert Kundel, Jr. , Richard A. Schley , Chris Welker
发明人： Robert Kundel, Sr. , Robert Kundel, Jr. , Richard A. Schley , Chris Welker
IPC分类号： E04H12/06
CPC分类号： B66C17/00 , B66C7/08 , E04C3/083 , E04C3/291 , E04C3/30
摘要： Structural members widely adaptable for use to build various composite structures and assemblies having horizontal and vertical supports, such as columns, beams and rails, are shown and described. The composite structural members include a longitudinal channel having a web and first and second legs. Each leg includes a plane that extends from a side of the web and is inclined relative to the web, and a cylinder is located at an edge of the leg that is spaced from the web. Various fittings can be used to engage at least one of the cylinders of the channel to fix the channel in position relative to a second, third and/or fourth channel to form the column, beam or rail. Further, select brackets can be used to attach together columns, beams and rails of the assembly.
摘要翻译：显示和描述了广泛适用于构建具有水平和垂直支撑件（例如柱，梁和轨道）的各种复合结构和组件的结构构件。复合结构构件包括具有腹板和第一和第二腿部的纵向通道。每个腿包括从腹板的一侧延伸并且相对于腹板倾斜的平面，并且气缸位于与腹板间隔开的腿的边缘处。可以使用各种配件来接合通道的至少一个气缸，以将通道相对于第二，第三和/或第四通道固定就位，以形成柱，梁或轨道。此外，选择支架可用于将组件的柱，梁和轨道连接在一起。

10. 发明申请

US20090158686A1 Truss Elements and Space Truss Diagonal Member Manufacturing Method 审中-公开
标题翻译：桁架元件和空间桁架对角构件制造方法
公开(公告)号：US20090158686A1
公开(公告)日：2009-06-25
申请号：US11992286
申请日：2007-05-30
申请人： Yoshinari Oki , Shigeru Kinoshita , Hiroyuki Hashizumi , Yukio Kitahashi
发明人： Yoshinari Oki , Shigeru Kinoshita , Hiroyuki Hashizumi , Yukio Kitahashi
IPC分类号： E04C3/02 , E04B1/00 , E04H12/06 , E04H12/18
CPC分类号： E04B1/3205 , B21D47/02 , E04B1/19 , E04B1/1903 , E04B1/3211 , E04B2001/1927 , E04B2001/1933 , E04B2001/1984 , E04C2003/0486
摘要： There is provided a truss element in which space truss diagonal members can be easily integrally formed by being drawn in a predetermined direction. This truss element is formed in a corrugated shape with mountain portions 1a and valley portions 2 in left and right directions alternately and cut portions 4a, each which is perpendicular to a ridge line 3 of the mountain portion 1 and leaves a bottom of the valley portion uncut, and cut portions 4b, each which is perpendicular to a bottom line 5 of the valley and leaves a peak of the mountain portion uncut, are formed alternately with spaces in a front and back directions.
摘要翻译：提供了一种桁架元件，其中空间桁架对角构件可以通过沿预定方向被拉伸而容易地一体地形成。该桁架元件形成为具有左右方向上的山部1a和谷部2的波纹形状，以及与山部1的脊线3垂直的山形部分的底部的切口部4a，未切割的切口部分4b和垂直于谷底线5并且留下未切割的山部分的顶点的切割部分4b以前后方向交替地形成空间。

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