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    • 1. 发明申请
    • TRUSS GIRDER AND METHOD FOR CONSTRUCTING THE SAME
    • TRUSS GIRDER及其构造方法
    • WO2010104396A1
    • 2010-09-16
    • PCT/NO2009/000084
    • 2009-03-09
    • JURALCO ASHEGLUND, KimTONDEVOLD, Tore
    • HEGLUND, KimTONDEVOLD, Tore
    • E04C3/09E01F9/011E04C3/40
    • E04C3/40E01F9/696E04C3/09E04C2003/0413E04C2003/043E04C2003/0439E04C2003/0465E04C2003/0491
    • The invention relates to a truss girder (10) and a method for constructing the same. The girder comprises at least an upper chord (13) and a lower chord (14) interconnected by means of inclined braces (16). The units forming the chord (13, 14) are provided with parallel, outwards projecting fins or projections (31) extending preferably along the entire length of said unit. The inclined brace (16) is given a shape which is complementary to the shape of the space between said fins or projections (31).The inclined brace (16) and said unit is fixed together by clamping means (19) locking the inclined brace (16) on to said fins or projections (31) on the chord (13,14). These fins or projections (31) are at portions intended to be connected to the bracing (16), provided with recesses (39) or extensions, while the bracing (16) at corresponding node points (17) are provided with corresponding projections and recesses, configured to co-function forming a locking effect against axial movement of the bracing (16) with respect to the chord (13, 14).
    • 本发明涉及一种桁架梁(10)及其构造方法。 该梁至少包括通过倾斜支架(16)互连的上弦杆(13)和下弦杆(14)。 形成弦(13,14)的单元设置有平行的,向外突出的翅片或突起(31),其优选地沿着所述单元的整个长度延伸。 倾斜支架(16)被赋予与所述翼片或突起(31)之间的空间形状互补的形状。倾斜支架(16)和所述单元通过夹紧装置(19)固定在一起, (16)连接到弦(13,14)上的所述翼片或突起(31)。 这些翅片或突起(31)处于旨在连接到具有凹槽(39)或延伸部的支撑件(16)的部分,而在对应节点(17)处的支撑件(16)设置有相应的突起和凹部 ,被配置为共同地形成抵抗支撑件(16)相对于弦杆(13,14)的轴向运动的锁定效果。