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    • 1. 发明申请
    • Method of marking truss systems
    • 桁架系统的标记方法
    • US20090165422A1
    • 2009-07-02
    • US12292341
    • 2008-11-17
    • Michael R. StricklandDouglas M. FoxRichard Wilson Strickland
    • Michael R. StricklandDouglas M. FoxRichard Wilson Strickland
    • E04B1/00B42D15/00
    • E04B1/18E04C3/08E04C3/11Y10T29/49625
    • There is provided a method of marking truss systems including the steps of: inputting project/customer data at point of sale into a mass-customized truss system design engine; generating manufacture information by the design engine; providing a plurality of truss members; and marking each of the plurality of truss members with the manufacturing information. In another aspect of the invention there is provided a method of marking truss systems comprising the steps of: determining a plurality of roll formed members for a particular truss system having a plurality of in-plane trusses and out-of-plane members connected to the in-plane trusses; and roll forming, cutting and marking at least a portion of the plurality of roll formed members providing detailed and complete information for: assembling the in-plane trusses; erecting the in-plane trusses; and installing the out-of-plane members.
    • 提供了一种标记桁架系统的方法,包括以下步骤:将销售点的项目/客户数据输入到大规模定制的桁架系统设计引擎中; 由设计引擎生成制造信息; 提供多个桁架构件; 以及用所述制造信息标记所述多个桁架构件中的每一个。 在本发明的另一方面,提供了一种标记桁架系统的方法,包括以下步骤:确定用于特定桁架系统的多个辊成形构件,所述桁架系统具有多个平面内桁架和外平面构件, 平面桁架 并且辊轧成形,切割和标记多个辊成形构件的至少一部分,提供详细且完整的信息,用于:组装面内桁架; 搭建平面桁架; 并安装飞机外成员。
    • 9. 发明授权
    • Cold-formed steel joist
    • 冷成型钢托梁
    • US08407966B2
    • 2013-04-02
    • US12585402
    • 2009-09-14
    • Michael R. StricklandDouglas M. FoxLei Xu
    • Michael R. StricklandDouglas M. FoxLei Xu
    • E04C3/00E04H12/00
    • B21D47/01E04B5/29E04B5/40E04C3/065E04C3/07E04C3/083E04C3/09E04C3/291E04C3/292E04C3/294E04C2003/026E04C2003/0413E04C2003/0452E04C2003/0469
    • An upper chord bearing joist comprising a top chord member and a bottom chord member, each having a flange portion and a web receiving portion including two web receiving tabs, each made from a unitary piece of metal; a generally planar steel web, a portion of the web being attached to the top chord member and to the bottom chord member, wherein a top portion of the web is between the two web receiving tabs of the top chord member and a bottom portion of the web is between the two web receiving tabs of the bottom chord member; and a first and second pair of support members, each support member including a shoe portion, a web attaching portion, and an angled portion, the web attaching portion being attached to the web receiving tabs and the angled portion being in contact with the web. The joist may be cambered, have reinforcement stiffeners, and have a rotatable joint at either end. The joists may be used in composite with concrete or with wood.
    • 上弦支承托梁包括顶弦构件和底弦构件,每个翼弦构件具有凸缘部分和腹板接收部分,每个腹板接收部分包括由整体金属构成的两个腹板接收突片; 一个大致平面的钢腹板,一部分纤维网连接到顶部弦杆构件和底部弦杆构件上,其中幅材的顶部位于顶部弦杆构件的两个腹板接收翼片之间, 腹板位于底部弦杆构件的两个腹板接收舌片之间; 以及第一和第二对支撑构件,每个支撑构件包括靴部分,腹板附接部分和成角度部分,所述腹板附接部分附接到腹板接收凸片,并且成角度部分与腹板接触。 托梁可以是弧形的,具有加强筋,并且在任一端具有可旋转接头。 托梁可以与混凝土或木材混合使用。