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    • 7. 发明授权
    • Supporting arch structure construction method
    • 支撑拱结构施工方法
    • US08479473B2
    • 2013-07-09
    • US13318984
    • 2010-04-30
    • Eugenio GutierrezMartin Poljansek
    • Eugenio GutierrezMartin Poljansek
    • E04B1/00E04B1/32E04G21/00E04G23/00
    • E01D4/00E01D21/08E01D2101/26E01D2101/40E04B1/3205E04C3/44E04C5/07
    • In a method of constructing a supporting structure (e.g. of a bridge or the roof of a building) in arched form, an initially straight or pre-curved frame structure, having a first end and a second end opposite to the first end, is pivotally supported at the first and second ends, whereupon the first and second ends are pushed towards one another to achieve a displacement of the first and second ends relative to one another, where the reduction of the distance between the first and second ends causes them to pivot and the frame structure to progressively and flexibly bend, against its resiliency, into a final arched form, the displacement of the first and second ends relative to one another is chosen to amount to at least 1% of the initial distance between the first and second ends, where the first and second ends are then fixed relative to one another in their displaced position so as to preserve the final arched form of the frame structure.
    • 在以拱形形式构造支撑结构(例如,桥梁或建筑物的屋顶)的方法中,具有第一端和与第一端相对的第二端的初始直的或预弯曲的框架结构可枢转地 由此第一和第二端部被推向彼此以实现第一和第二端部相对于彼此的位移,其中第一和第二端部之间的距离的减小使它们枢转 并且所述框架结构按照其弹性逐渐和柔性地弯曲成最终的拱形形式,所述第一和第二端部相对于彼此的位移被选择为等于所述第一和第二端部之间的初始距离的至少1% 其中第一和第二端然后在其位移位置处相对于彼此固定,以便保持框架结构的最终拱形形式。
    • 8. 发明申请
    • SUPPORTING ARCH STRUCTURE CONSTRUCTION METHOD
    • 支撑结构施工方法
    • US20120096804A1
    • 2012-04-26
    • US13318984
    • 2010-04-30
    • Eugenio Gutierrez TenreiroMartin Poljansek
    • Eugenio Gutierrez TenreiroMartin Poljansek
    • E04B1/32E04G21/02E04B1/38E04B1/344
    • E01D4/00E01D21/08E01D2101/26E01D2101/40E04B1/3205E04C3/44E04C5/07
    • In a method of constructing a supporting structure (e.g. of a bridge or the roof of a building) in arched form, an initially straight or pre-curved frame structure, having a first end and a second end opposite to the first end, is pivotally supported at the first and second ends, whereupon the first and second ends are pushed towards one another to achieve a displacement of the first and second ends relative to one another, where the reduction of the distance between the first and second ends causes them to pivot and the frame structure to progressively and flexibly bend, against its resiliency, into a final arched form, the displacement of the first and second ends relative to one another is chosen to amount to at least 1% of the initial distance between the first and second ends, where the first and second ends are then fixed relative to one another in their displaced position so as to preserve the final arched form of the frame structure.
    • 在以拱形形式构造支撑结构(例如,桥梁或建筑物的屋顶)的方法中,具有第一端和与第一端相对的第二端的初始直的或预弯曲的框架结构可枢转地 由此第一和第二端部被推向彼此以实现第一和第二端部相对于彼此的位移,其中第一和第二端部之间的距离的减小使它们枢转 并且所述框架结构按照其弹性逐渐和柔性地弯曲成最终的拱形形式,所述第一和第二端部相对于彼此的位移被选择为等于所述第一和第二端部之间的初始距离的至少1% 其中第一和第二端然后在其位移位置处相对于彼此固定,以便保持框架结构的最终拱形形式。