发明名称 TIE SYSTEM FOR INSULATED CONCRETE PANELS
摘要 A tie system for an insulated concrete panel. The tie system includes a first structural member formed with a first hub and a pair of first extension members coupled to the first hub. The first extension members extend outwardly from the first hub in generally opposite directions. The tie system further includes a second structural member formed with a second hub and a pair of second extension members coupled to the second hub. The second extension members extend outwardly from the second hub in generally opposite directions. As such, the first and second hubs may be rotatably coupled to one another in a manner that permits rotation of the hubs relative to one another. Thus, the tie system is shiftable between a collapsed configuration and an expanded configuration by rotating the first and second structural members relative to one another.
申请公布号 US2015167303(A1) 申请公布日期 2015.06.18
申请号 US201414265931 申请日期 2014.04.30
申请人 Foderberg Joel 发明人 Foderberg Joel
分类号 E04C5/16;E04C2/288;E04C2/34 主分类号 E04C5/16
代理机构 代理人
主权项 1. A tie system for an insulated concrete panel, said tie system comprising: a first structural member comprising a first hub and a pair of first extension members coupled to said first hub, wherein said first extension members extend outwardly from said first hub in different directions; and a second structural member comprising a second hub and a pair of second extension members coupled to said second hub, wherein said second extension members extend outwardly from said second hub in different directions; wherein said first and second hubs are configured to be rotatably coupled to one another in a manner that permits rotation of said first and second hubs relative to one another on an axis of rotation extending through said first and second hubs, wherein when said first and second hubs are rotatably coupled to one another said tie system is shiftable between a collapsed configuration and an expanded configuration by rotating said first and second structural members relative to one another on said axis of rotation, wherein when said tie system is in said collapsed configuration said tie system presents opposing ends and said tie system is elongated along an axis of elongation extending between said opposing ends, wherein said axis of rotation is orthogonal said axis of elongation when said tie system is in said collapsed configuration.
地址 Overland Park KS US