发明名称 Self-bracing shelter
摘要 A self-bracing shelter includes a frame and a skin. First and second subframes are arranged in vertical planes, each including first and second feet and a central portion. A ridge beam extends axially between the first and second subframes and includes opposite first and second ends that extend axially beyond the first and second subframes, respectively, such that the opposite ends of the beam are located outside a footprint of a planform defined by the feet of the subframes. A first pair of outer tension members is connected between the first end of the beam and the first subframe on opposite sides of the beam. A second pair of outer tension members is connected between the second end of the beam and the second subframe on opposite sides of the beam.
申请公布号 US9340993(B2) 申请公布日期 2016.05.17
申请号 US201514700745 申请日期 2015.04.30
申请人 HDT Expeditionary Systems, Inc. 发明人 Cronk David C.
分类号 E04H15/20;E04H15/36;E04H15/42;E04H15/34;E04H15/32 主分类号 E04H15/20
代理机构 Fay Sharpe LLP 代理人 Fay Sharpe LLP
主权项 1. A self-bracing shelter comprising: a frame and a skin connected to said frame to define an internal space;said frame comprising: first and second subframes arranged in respective vertical planes, each subframe comprising first and second feet adapted to engage a support surface and a central portion that extends between and interconnects said first and second feet, wherein each of first and second subframes comprises an apex and defines an arch; a ridge beam that extends axially between and interconnects the first and second subframes, said ridge beam located adjacent said apex of each subframe and comprising opposite first and second ends that extend axially beyond the first and second subframes, respectively, such that said opposite first and second ends of said ridge beam are located outside a habitable footprint of a planform defined by said feet of said first and second subframes; a first pair of outer tension members, each tension member of said first pair connected at an outer end to said first end of said ridge beam and each tension member of said first pair connected at an inner end to said first subframe, wherein said respective inner ends of said first pair of outer tension members are connected to said first subframe on opposite lateral sides of said ridge beam at a location spaced laterally from said ridge beam; a second pair of outer tension members, each tension member of said second pair connected at an outer end to said second end of said ridge beam and each tension member of said second pair connected at an inner end to said second subframe, wherein said respective inner ends of said second pair of outer tension members are connected to said second subframe on opposite lateral sides of said ridge beam at a location spaced laterally from said ridge beam; wherein said first and second pairs of outer tension members urge the first and second sub-frames outwardly away from each other; said first and second subframes each comprising a segmented arch subframe comprising: left and right upper linear segments that converge to define said apex; left and right lower linear segments connected respectively to the left and right upper linear segments and that are arranged vertically; and left and right shoulders defined respectively where said left and right upper linear segments join said left and right lower linear segments; wherein: said inner ends of said first pair of outer tension members are respectively connected to said first subframe adjacent said left and right shoulders of said first subframe; and,said inner ends of said second pair of outer tension members are respectively connected to said second subframe adjacent said left and right shoulders of said second subframe.
地址 Solon OH US