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公开(公告)号：WO2008076867A2
公开(公告)日：2008-06-26
申请号：PCT/US2007087540
申请日：2007-12-14
Applicant: SCHIERDING GERALD
Inventor： SCHIERDING GERALD
IPC: E04C3/04
CPC classification number: E04C3/04 , E04B7/045 , E04C3/09 , E04C3/11 , E04C2003/0491
Abstract: A metal truss system comprising a pair of chord members of generally U-shaped cross-sectional configuration is joined together by a web formed of a single continuous piece having a wave shape. The apexes of the web are adapted to be received in each chord. The legs of the chords have inwardly recessed portions to form a narrowed throat portion, which provides a stop against which the apex of the web abuts. The resulting positioning of the web apex presents a maximum surface area for welding the web to the chord member. This enables an optimum amount of welding, while minimizing the weakening of the metal being welded. The configuration of the chords and web permits rapid fabrication of the truss.
Abstract translation: 包括一对大体呈U形横截面构造的弦构件的金属桁架系统通过由具有波浪形状的单个连续件形成的腹板连接在一起。 网的顶点适于在每个和弦中被接收。 弦的腿部具有向内凹入的部分，以形成狭窄的喉部，该部分提供了一个止挡件，腹板的顶点与之抵接。 所得到的网状顶点的定位呈现出用于将幅材焊接到弦构件的最大表面积。 这样可实现最佳的焊接量，同时最小化被焊接的金属的弱化。 弦和网的配置允许快速制造桁架。
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公开(公告)号：WO2007091903A1
公开(公告)日：2007-08-16
申请号：PCT/NZ2007/000028
申请日：2007-02-08
Applicant: DONOVAN GROUP (NZ) LIMITED , DONOVAN, Kyle , DONOVAN, Brett
Inventor： DONOVAN, Kyle , DONOVAN, Brett
CPC classification number: E04B1/24 , E04B2001/2418 , E04B2001/2448 , E04B2001/249 , E04C3/11 , E04C3/40 , E04C2003/0473
Abstract: The present invention relates to a method of manufacturing a self supporting system capable of forming a substructure of a building and also a joint system utilized to form such a substructure. This joint system includes at least two lengths of sheet material where one end of each length of sheet material is pre-cut at a predetermined angle. The angle of the pre-cut ends are configured to receive each other to join the sheet material lengths together without the requirement of a bracket to provide a self supporting system capable of forming a substructure of the building.
Abstract translation: 本发明涉及一种制造能够形成建筑物的子结构的自支撑系统的方法，以及用于形成这种子结构的联合系统。 该接合系统包括片材的至少两段，其中每个长度的片材的一端以预定角度预切割。 预切割端部的角度被构造成彼此接合以将片材长度连接在一起，而不需要支架来提供能够形成建筑物的子结构的自支撑系统。
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公开(公告)号：WO2006074439A2
公开(公告)日：2006-07-13
申请号：PCT/US2006/000687
申请日：2006-01-09
Applicant: DIFFERENTIAL SOLUTIONS, INC. , HUGHES, A., Mitchell
Inventor： HUGHES, A., Mitchell
IPC: E04C3/02
CPC classification number: E04C3/11 , E04C3/09 , E04C2003/0421 , E04C2003/043 , E04C2003/0447 , E04C2003/0465 , E04C2003/0473 , E04C2003/0491
Abstract: Embodiments of truss systems and methods are disclosed. One system embodiment comprises a first chord, a second chord, and a continuous web member connected to the first chord and the second chord.
Abstract translation: 公开了桁架系统和方法的实施例。 一个系统实施例包括第一和弦，第二弦和连接到第一和弦和第二和弦的连续幅材。
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4.发明申请APPARATUSES AND METHODS FOR THE MANUFACTURE AND PLACEMENT OF TRUSS ASSEMBLIES 审中-公开用于制造和布置TRUSS装配的装置和方法
公开(公告)号：WO2004042157A2
公开(公告)日：2004-05-21
申请号：PCT/US2003/034263
申请日：2003-10-28
Applicant: KEYSTEEL, LLC
Inventor： CAMERON, Brad, S. , DROZDEK, John , WASINGER, Mark , KNUDSON, William, D
IPC: E04B
CPC classification number: E04C3/083 , E04B1/2608 , E04B7/063 , E04B2001/2415 , E04B2001/2451 , E04B2001/2454 , E04C3/08 , E04C3/11 , E04C2003/0491 , E04F10/005
Abstract: The present invention provides for an improved method of fabricating trusses. The improved trusses are made from elongated, tubular members forming the chords and/or webs. A metal connector plate is used to connect the chords and webs to form the truss. Further, modifications of the connector plates are used to facilitate the connection of trusses into truss assemblies. Additionally, other modifications of the connector plates are used to facilitate the connection of the trusses to the supporting structure.
Abstract translation: 本发明提供一种制造桁架的改进方法。 改进的桁架由形成弦和/或腹板的细长管状构件制成。 金属连接板用于连接弦和腹板以形成桁架。 此外，使用连接器板的修改以便于将桁架连接到桁架组件中。 另外，连接器板的其它修改被用于促进桁架与支撑结构的连接。
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公开(公告)号：WO2003008722A1
公开(公告)日：2003-01-30
申请号：PCT/AU2002/000788
申请日：2002-06-14
Inventor： WEEKS, Kevin, William
IPC: E04B1/32
Abstract: A truss (10) for a roof having an attic space or the like, the truss including: a substantially vertical web (15, 16) adapted to constitute a stud for supporting the attic wall; a substantially horizontal web (14) adapted to constitute a support for the attic ceiling or ceiling battens, and a bottom chord (11) adapted to constitute a bearer or joist for the attic floor.
Abstract translation: 一种用于具有阁楼空间等的屋顶的桁架（10），所述桁架包括：适于构成用于支撑阁楼壁的螺柱的基本垂直的腹板（15,16）; 适于构成用于阁楼天花板或天花板条板的支撑件的基本上水平的卷筒纸（14），以及适于构成阁楼底板的托架或托梁的底部弦杆（11）。
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Patent Agency Ranking6.发明申请SLOT & TONGUE METHOD FOR THE PREFABRICATION OF STEELS WALLS AND OPEN WEB TRUSSES 审中-公开用于预制钢丝网和开放网页纸的缝和方法
公开(公告)号：WO02044489A1
公开(公告)日：2002-06-06
申请号：PCT/AU2001/001488
申请日：2001-11-19
CPC classification number: E04B1/24 , E04B2/766 , E04B2001/2448 , E04C3/07 , E04C3/11 , E04C2003/0421 , E04C2003/0434 , E04C2003/0473 , E04C2003/0486 , E04C2003/0491
Abstract: A system for building steel framed structures (9,12) wherein a series of slots (2) and tongues (1) are punched in the various components that are required to make a wall (9) or truss (12), the slots (2) to position components precisely and the tongues (1) to secure them. The frames (9) or open web trusses (12) are thus able to be fabricated without the necessity of a jig or additional fastenings, allowing the fabrication to be carried out quickly and on site if desired. Also disclosed is a tongue (3) which is slit to it's base enabling the halves of the tongue to be bent in opposite directions and a securing bracket (Fig.8) for the system.
Abstract translation: 一种用于建造钢框架结构（9,12）的系统，其中在制造壁（9）或桁架（12）所需的各种部件中冲压一系列狭槽（2）和舌部（1），所述槽 2）精确定位组件和舌（1）以固定它们。 因此，可以在不需要夹具或附加紧固件的情况下制造框架（9）或开放的网状桁架（12），从而允许在需要时快速地和现场地进行制造。 还公开了一种舌部（3），其被切割成其基部，使得舌头的一半可以相反方向弯曲，并且系统具有固定支架（图8）。
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公开(公告)号：WO0220917A2
公开(公告)日：2002-03-14
申请号：PCT/US0124956
申请日：2001-08-09
Applicant: DIETRICH IND INC
Inventor： DAUDET LARRY RANDY
CPC classification number: E04C3/11 , E04B1/3441 , E04B2001/5868 , E04C3/005 , E04C2003/0486 , E04C2003/0491 , Y10T16/522 , Y10T16/524 , Y10T16/534 , Y10T16/535 , Y10T403/32418 , Y10T403/32557 , Y10T403/32606 , Y10T403/32967
Abstract: For a truss, a hinge assembly for connecting truss members that form the truss. The hinge assembly may includes a first hinge plate having a first boss formed thereon and a second hinge plate having a second boss formed thereon. The second boss defines an opening for pivotal receipt of the first boss. The hinge assembly also includes a retainer for maintaining the pivotal receipt of the first boss in the second boss. When the first hinge plate is attached to a first portion of a truss and a second hinge plate is attached to a second portion of a truss, the first and a second truss portion can be pivoted relative to each other to enable portions of the truss to be collapsed for transporting purposes.
Abstract translation: 对于桁架，用于连接形成桁架的桁架构件的铰链组件。 铰链组件可以包括具有形成在其上的第一凸台的第一铰链板和形成在其上的第二凸台的第二铰链板。 第二个老板定义了第一个老板的关键收据的开口。 铰链组件还包括保持器，用于保持第二凸台的第一凸台的枢轴接收。 当第一铰链板附接到桁架的第一部分并且第二铰链板附接到桁架的第二部分时，第一和第二桁架部分可以相对于彼此枢转，以使桁架的部分能够 为了运输目的而被坍塌。
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公开(公告)号：WO01092659A1
公开(公告)日：2001-12-06
申请号：PCT/US2001/017193
申请日：2001-05-29
CPC classification number: E04C3/07 , E04C3/11 , E04C2003/0413 , E04C2003/0421 , E04C2003/043 , E04C2003/0434 , E04C2003/0465 , E04C2003/0473 , E04C2003/0486 , E04C2003/0491 , Y10T428/12361
Abstract: A truss system wherein the structural components and fixtures are formed from light gauge metal. The trusses are fabricated from roll formed truss chord members and truss web members. The truss chord members are roll formed to have a generally U-shaped cross-section (30) with a base (32) and two substantially parallel legs (34) with recessed web attachment faces and outwardly extending stiffening flanges (42) to improve structural capacity thus improving the strength-to-weight ratio of the chord member and minimizing costs. The truss web members are formed by nesting two roll formed C-shaped members (110) to form a web member which is box-shaped in cross section. The web members provide the structural advantages of a box-shaped member and the ease and flexibility of a roll formed member. The truss system and method provides improved means and methods for positioning and attaching the web members to the chord members as well as improved truss clips (90) for resistance to uplifting forces and improved truss jack clips for forming hip connections.
Abstract translation: 一种桁架系统，其中结构部件和固定件由轻金属制成。 桁架由卷筒式桁架和弦构件和桁架构件制成。 桁架弦构件被成形为具有大致U形的横截面（30），其具有基部（32）和两个基本上平行的腿（34），其具有凹入的腹板附接面和向外延伸的加强凸缘（42），以改善结构 从而提高了弦构件的强度重量比，并降低了成本。 桁架腹板构件通过嵌套两个卷成形的C形构件（110）而形成为横截面为箱形的腹板构件。 腹板构件提供了箱形构件的结构优点和辊形构件的容易性和柔性。 桁架系统和方法提供了用于将腹板构件定位和附接到弦构件以及用于抵抗提升力的改进的桁架夹（90）和用于形成髋关节连接的改进的桁架夹克夹的改进的装置和方法。
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公开(公告)号：WO01083906A1
公开(公告)日：2001-11-08
申请号：PCT/AU2001/000468
申请日：2001-04-26
CPC classification number: E04C3/09 , E04C3/11 , E04C2003/0491
Abstract: A roof truss of the kind having a bottom chord (13) and a pair of inclined top chords (11, 12), each of the chords having an approximate C channel cross sectional shape, wherein the top and bottom chords lie in a single vertical plane with the channels opening in the same direction. The bottom chord has openings formed in the top flange (20) of the channel at opposite ends and an upwardly projecting web extension (21) extending longitudinally to the bottom chord. Each of the top chords (11, 12) has at it's apex forming upper end cut to a shape so that their upper ends overlap with their webs in the region of the overlap being in face to face relation. The apex angle can be varied.
Abstract translation: 具有底弦（13）和一对倾斜顶弦（11,12）的屋顶桁架，每个弦具有大致的C通道横截面形状，其中顶弦和底弦位于单个垂直方向 平面，通道以相同的方向开口。 底部弦具有在相对端处的通道的顶部凸缘（20）中形成的开口和沿着底部弦线纵向延伸的向上突出的腹板延伸部（21）。 每个顶部弦杆（11,12）的顶点形成上端切割成一种形状，使得它们的上端在其重叠面的面对面关系中与它们的腹板重叠。 顶角可以变化。
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公开(公告)号：WO0180474A2
公开(公告)日：2001-10-25
申请号：PCT/US0140503
申请日：2001-04-12
Applicant: SCHETTINE MICHAEL C
Inventor： SCHETTINE MICHAEL C
CPC classification number: G06F17/5004 , E04B7/063 , E04C3/11 , E04C3/17 , E04G21/18 , G06F17/509 , G06T11/60
Abstract: The present invention relates generally to structure layout and marking during construction. More particularly, the present invention relates to an automated layout system that acquires data directly from the architectural drawing, blueprint, or CAD (computer aided design). The automated layout system then generates a full banner for denoting the precise location of building elements such as studs, doors, windows, etc., for a structure under construction.
Abstract translation: 本发明一般涉及施工期间的结构布局和标记。 更具体地，本发明涉及一种自动化布局系统，其从建筑图纸，蓝图或CAD（计算机辅助设计）直接获取数据。 自动布局系统然后产生用于表示正在建造的结构的建筑元件（例如螺柱，门，窗等）的精确位置的完整横幅。
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