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    • 1. 发明申请
    • STRUCTURAL MEMBER
    • 结构会员
    • WO1982003102A1
    • 1982-09-16
    • PCT/US1982000280
    • 1982-03-08
    • BITTERLY JACK G
    • E04C03/10
    • E04C3/32E04C3/10E04C5/08E04C2003/0413E04C2003/043E04C2003/0447
    • The structural member includes a pressure tube (20) either having a cable (144) tensioned between its ends or being mounted within an outer member (14). The pressure tube is mounted such that it can move axially with respect to the cable (144) or the outer tube (11). When the tube is pressurized, some of the force is absorbed in hoop stress in the tube, and some of the force is directed to the ends of the pressure tube and to the cable or the outer member either through a piston arrangement or otherwise. When compressive loads are placed on the system, it can support force up to the preload without exhibiting Euler buckling. The system is useful for long, thin columns and for long beams where rigidity is important. The pressure tube is not subject to compressive loading because its ends are free to move axially without compressing the tube. The pressure tube may be wrapped in high tensile strength uni-directional fiber material to withstand higher hoop stress.
    • 结构构件包括压力管(20),其具有在其端部之间张紧的或安装在外部构件(14)内的电缆(144)。 压力管被安装成使得其可以相对于电缆(144)或外管(11)轴向移动。 当管被加压时,一些力被吸收在管中的环向应力中,并且一些力通过活塞装置或其它方式被引导到压力管的端部以及电缆或外部构件。 当压缩载荷放置在系统上时,它可以承受力到预载荷,而不会显示欧拉屈曲。 该系统对于长,薄的柱和对于刚度很重要的长梁是有用的。 压力管不受压缩载荷,因为它的端部可自由地轴向移动而不压缩管。 压力管可以缠绕在高拉伸强度的单向纤维材料中以承受较高的环向应力。