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    • 95. 发明申请
    • PRODUCT AND METHOD FOR BUILDING STRUCTURES FROM PIPE
    • 从管道建筑结构的产品和方法
    • US20140270919A1
    • 2014-09-18
    • US14202332
    • 2014-03-10
    • Kenneth A. Kokinakis
    • Kenneth KOKINAKISKent Humm
    • F16B17/00
    • F16L21/00B23K31/02B23K33/006B23K2101/00B23K2101/10B23K2103/04E04B1/1909Y10T403/4602
    • A corner fitting includes a sleeve body having a hollow inner space and configured to coaxially fit over a pipe member of a predetermined size. An edge of the sleeve body at a second distal end has a corner cut portion, a protruding tab, and two recesses, the protruding tab being diametrically opposed to the corner cut portion in the radial direction of the sleeve body, and the recesses being diametrically opposed to each other in the radial direction of the sleeve body. The corner cut portion is configured and shaped such that the sleeve body fits together with an identical sleeve body on the pipe member of the predetermined size with the corner cut portions of the two sleeve bodies contacting each other and with the pipe being nested between the protruding tabs of the second distal ends of the two sleeve bodies.
    • 角配件包括具有中空内部空间并被构造成同轴地配合在预定尺寸的管构件上的套筒主体。 套筒主体在第二远端处的边缘具有角部切割部分,突出突片和两个凹部,该突出突片在套筒本体的径向方向上与角部切割部分沿径向相对,并且凹部沿直径方向 在套筒主体的径向上彼此相对。 拐角部分被构造和成形,使得套筒主体与预定尺寸的管构件上的相同的套筒本体装配在一起,两个套筒体的拐角部分彼此接触并且管被嵌套在突出部 两个套筒体的第二远端的突片。
    • 96. 发明授权
    • Space frame connector
    • 空间框架连接器
    • US08739492B2
    • 2014-06-03
    • US12500467
    • 2009-07-09
    • Robert HawkinsAdrian L. FarrRandall C. Gee
    • Robert HawkinsAdrian L. FarrRandall C. Gee
    • E04C3/04E04B1/19F24J2/52
    • E04B1/1903E04B1/1909E04B2001/1918E04B2001/193E04B2001/1963Y02B10/20
    • A space frame connector is provided for attaching an oblique strut tube to an axial chord of a space frame. The space frame connector includes a collar adapted to fit over an axial chord. The collar is equipped with one or more attachment flanges. The space frame connector also includes a strut tube having an extrusion flange formed in at least one of its ends. The extrusion flange is made up of two parallel leaves that define a slot between them. The slot is sized and shaped to fit over an attachment flange on the collar that is positioned over the axial chord. The extrusion flange can be formed using simple press and punch tools. Space frames used to support solar energy collector arrays can be assembled in the field, including formation of the extrusion flanges on the oblique strut tubes, or multiple strut tubes can be attached to axial chords and compactly packed and transported to the field for use in constructing space frames, for example for supporting large parabolic trough solar collectors.
    • 空间框架连接器用于将倾斜支柱管附接到空间框架的轴向弦。 空间框架连接器包括适于装配在轴向弦上的轴环。 套环配有一个或多个附件法兰。 空间框架连接器还包括支柱管,其具有在其至少一个端部上形成的挤压凸缘。 挤压法兰由两个平行的叶片组成,它们在它们之间限定一个槽。 狭槽的尺寸和形状适于装在位于轴向弦上的轴环上的附接凸缘上。 挤出法兰可以使用简单的冲压和冲压工具来形成。 用于支撑太阳能收集器阵列的空间框架可以在现场组装,包括在倾斜支柱管上形成挤压凸缘,或者多个支柱管可以附接到轴向和弦并被紧密包装并运送到现场用于构造 空间框架,例如用于支撑大型抛物线槽太阳能收集器。
    • 97. 发明申请
    • SPACE TRUSS SYSTEM
    • 空间TRUSS系统
    • US20140102034A1
    • 2014-04-17
    • US14105596
    • 2013-12-13
    • Paul Rivers
    • Paul Rivers
    • E04B1/19
    • E04B1/1909E04B1/19E04B5/40E04B2001/1927E04B2001/1975E04B2001/1984E04B2001/199E04C2003/0495F27D1/004
    • A space truss system comprises structural rods with each structural rod having a first portion having a first end and a second end, a middle portion having a first end and a second end, and a second end portion having a first end and a second end. The second end of the first portion is joined to the first end of the middle portion at a first predetermined angle and the second end of the middle portion is joined to the second end of the second portion at a second predetermined angle. The first portions of a portion of the structural rods are grouped together forming a first pyramid structure with the first ends of the middle portions forming an apex and the second ends of the middle portions forming a base.
    • 空间桁架系统包括结构杆,每个结构杆具有第一部分,第一部分具有第一端和第二端,中间部分具有第一端和第二端,第二端部具有第一端和第二端。 第一部分的第二端以第一预定角度连接到中间部分的第一端,并且中间部分的第二端以第二预定角度接合到第二部分的第二端。 结构杆的一部分的第一部分被分组在一起形成第一金字塔结构,其中部的第一端形成顶点,中间部分的第二端形成基部。
    • 99. 发明申请
    • Space Frame Connector
    • 空间框架连接器
    • US20100005752A1
    • 2010-01-14
    • US12500467
    • 2009-07-09
    • Robert HawkinsAdrian L. FarrRandall C. Gee
    • Robert HawkinsAdrian L. FarrRandall C. Gee
    • E04H12/22E04H12/00
    • E04B1/1903E04B1/1909E04B2001/1918E04B2001/193E04B2001/1963Y02B10/20
    • A space frame connector is provided for attaching an oblique strut tube to an axial chord of a space frame. The space frame connector includes a collar adapted to fit over an axial chord. The collar is equipped with one or more attachment flanges. The space frame connector also includes a strut tube having an extrusion flange formed in at least one of its ends. The extrusion flange is made up of two parallel leaves that define a slot between them. The slot is sized and shaped to fit over an attachment flange on the collar that is positioned over the axial chord. The extrusion flange can be formed using simple press and punch tools. Space frames used to support solar energy collector arrays can be assembled in the field, including formation of the extrusion flanges on the oblique strut tubes, or multiple strut tubes can be attached to axial chords and compactly packed and transported to the field for use in constructing space frames, for example for supporting large parabolic trough solar collectors.
    • 空间框架连接器用于将倾斜支柱管附接到空间框架的轴向弦。 空间框架连接器包括适于装配在轴向弦上的轴环。 套环配有一个或多个附件法兰。 空间框架连接器还包括支柱管,其具有在其至少一个端部上形成的挤压凸缘。 挤压法兰由两个平行的叶片组成,它们在它们之间限定一个槽。 狭槽的尺寸和形状适于装在位于轴向弦上的轴环上的附接凸缘上。 挤出法兰可以使用简单的冲压和冲压工具来形成。 用于支撑太阳能收集器阵列的空间框架可以在现场组装,包括在倾斜支柱管上形成挤压凸缘,或者多个支柱管可以附接到轴向和弦并被紧密包装并运送到现场用于构造 空间框架,例如用于支撑大型抛物线槽太阳能收集器。
    • 100. 发明授权
    • Aluminum connector hub for a steel tube
    • 用于钢管的铝连接器毂
    • US06237298B1
    • 2001-05-29
    • US09334326
    • 1999-06-16
    • Francisco Castaño
    • Francisco Castaño
    • E04H1210
    • E04B1/3211E04B1/1909E04B2001/193E04B2001/1966E04B2001/3247E04B2001/3294Y10T403/341Y10T403/44
    • A free span building has connector hubs having slots for mating with tubular frame members. Each slot has a longitudinal axis, and a tooth symmetrically disposed on either side of the longitudinal axis. The area of the slot in shear is larger than the area of the tubular frame member in tension by at least an approximate ratio of the strength of the material of the tubular frame member in tension to the strength of the material of the slot in shear. The angle between a bearing face of the tooth and the longitudinal axis is within the range of seventy to ninety degrees. The teeth are disposed on opposite sides of the longitudinal axis. A distance measured on the tubular member perpendicular to the longitudinal axis, and between the slot's teeth, is at least the ratio of the yield strength to the ultimate strength of the material of the tubular member.
    • 自由跨度建筑具有连接器毂,其具有用于与管状框架构件配合的槽。 每个槽具有纵向轴线,并且齿对称地设置在纵向轴线的任一侧上。 剪切中的槽的面积大于管状框架构件的张力的面积,其至少大致与管状框架构件的材料在张力中的强度与剪切中的槽的材料的强度的近似比率相关。 牙齿的轴承面与纵向轴线之间的角度在七十到九十度的范围内。 齿设置在纵向轴线的相对侧上。 在管状构件上垂直于纵向轴线和槽的齿之间测量的距离至少为管状构件的材料的屈服强度与极限强度之比。