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    • 1. 发明申请
    • COMPLIANT SUPPORT
    • 合规支持
    • WO2009113866A1
    • 2009-09-17
    • PCT/NO2009/000083
    • 2009-03-09
    • JURALCO ASFOSSE, JanTØNDEVOLD, Tore
    • FOSSE, JanTØNDEVOLD, Tore
    • E01F9/018E04H12/22
    • E01F9/635E01F9/615
    • The invention relates to a yielding mast (10) which carries means (11) requiring supply of electricity, where the mast (10) in a collision with a moving body, such as for example a vehicle or an aircraft or the like, is configured to yield as much as possible, thereby at least minimizing injury to a person and/or damage to the moving body. Said mast (10) is at its lower end fixed to a foundation (12) by means of a supporting foot plate (13). The mast (10) is at least attached to the foot plate (13) in such manner that if hit by a moving body the mast (10) bends and yields, and that an electrical contact (18) is attached to the mast (10) and the foot plate (13) in such way that the power is cut off in a collision without exposing the moving body and/or personnel to electrical impact or sparks as a consequence of the collision.
    • 本发明涉及一种承载需要供电的装置(11)的收拢桅杆(10),其中与移动体(例如车辆或飞行器等)碰撞的桅杆(10)被配置 尽可能地产生,从而至少最小化对人的伤害和/或对移动体的损害。 所述桅杆(10)的下端通过支撑脚板(13)固定在基座(12)上。 桅杆(10)至少以这样的方式附接到脚踏板(13),使得如果由移动体撞击,则桅杆(10)弯曲并产生,并且电触头(18)附接到桅杆(10) )和脚踏板(13),使得在碰撞中切断动力,而不会使移动体和/或人员因碰撞而导致电击或火花。
    • 2. 发明申请
    • TRUSS GIRDER AND METHOD FOR CONSTRUCTING THE SAME
    • TRUSS GIRDER及其构造方法
    • WO2010104397A1
    • 2010-09-16
    • PCT/NO2010/000059
    • 2010-02-17
    • JURALCO ASHEGLUND, KimTØNDEVOLD, Tore
    • HEGLUND, KimTØNDEVOLD, Tore
    • E01F9/011E04C3/08E04C3/09E04C3/40
    • E04C3/40E01F9/696E04C3/09E04C2003/0413E04C2003/043E04C2003/0439E04C2003/0465E04C2003/0491
    • The present invention relates to a truss girder (10), for example intended to form a transom in a traffic gantry, where the truss girder (10) is formed with triangular, quadrangular or polygonal shaped cross sectional area, produced of a material suitable for extrusion, and comprising at least an upper chord (13) and a lower chord (14) interconnected by means of inclined braces (16), the chords (13,14) being fabricated separately and thereupon fixed together along their corner edges by means of said braces (16) and having corner elements (15) provided with parallel, outwards projecting fins or projections (31 ) in spaced relation, extending preferably along the entire length of said corner elements (15), and that the inclined brace (16) is extruded, given a shape which is complementary the shape of the space between said fins or projections (31 ), and that the inclined brace (16) and said chords (13,14) being fixed together by means of clamping or clip means (19) locking the inclined brace (16) on to said fins or projections (31 ) of the chord (13,14). The fins (31 ) of the chord (13,14), at portions intended to be connected to the corresponding part of the brace (16), are provided with recesses (39) or projections on the fins or extensions, projecting down into or up from the fins (31 ), while the braces (16) at contact points (17) are provided with projections extending out from the braces (39), or recesses formed in the bracing respectively, said recesses or projections (39) on the fins (31 ) of the chord (13,14) and fins or recesses of the bracing (16) being configured to co-function forming a locking effect against movement of the bracing (16) in axial direction with respect to the chord (13,14). Further the present invention relates also to a method for fabrication of such truss girder (10).
    • 技术领域本发明涉及一种桁架梁(10),例如用于在交通台架中形成横梁,其中桁架梁(10)形成有三角形,四边形或多边形横截面积,由适于 并且包括通过倾斜支架(16)互连的至少一个上弦杆(13)和下弦杆(14),所述琴弦(13,14)被分开制造并且​​随着它们的角落边缘借助于 所述支架(16)并且具有设置有间隔开的平行的向外突出的翅片或突起(31)的角部元件(15),优选地沿所述拐角元件(15)的整个长度延伸,并且所述倾斜支架(16) 被挤出,给定与所述翅片或突起(31)之间的空间的形状互补的形状,并且倾斜支架(16)和所述弦杆(13,14)通过夹紧或夹持装置固定在一起 19)锁定倾斜b (16)连接到弦(13,14)的所述翼片或突起(31)上。 弦(13,14)的翅片(31)在预期连接到支架(16)的对应部分的部分处,在翅片或延伸部上设置有凹部(39)或凸起,突出到或 从支架(31)向上延伸,而在接触点(17)处的支架(16)设置有从支架(39)延伸的突起或分别形成在支架中的凹部,所述凹部或突起(39) 弦杆(13,14)的翅片(31)和支架(16)的翅片或凹槽被构造成共同起作用以形成抵抗支撑件(16)相对于弦杆(13)在轴向方向上的运动的锁定效果 ,14)。 此外,本发明还涉及这种桁架梁(10)的制造方法。
    • 3. 发明申请
    • TRUSS GIRDER AND METHOD FOR CONSTRUCTING THE SAME
    • TRUSS GIRDER及其构造方法
    • WO2009035332A1
    • 2009-03-19
    • PCT/NO2008/000301
    • 2008-08-27
    • JURALCO ASHEGLUND, KimTØNDEVOLD, Tore
    • HEGLUND, KimTØNDEVOLD, Tore
    • E01F9/011E04C3/09E04C3/40E04C3/08
    • E01F9/696E04C2003/0439E04C2003/0465E04C2003/0491E04C2003/0495
    • The invention relates to a truss girder, particularly adapted to form a transom in a traffic gantry, where the truss girder is formed with triangular, quadrangular or polygonal shaped cross sectional area, produced of a material suitable for extrusion, and comprising at least an upper chord and a lower chord interconnected by means of inclined braces, and where the distances between the corners of the truss work girder are large, the units forming the truss girder, such as the chords, are fabricated separately and thereupon fixed together along their corner edges. Said units forming the chord are provided with parallel, outwards projecting fins or projections extending along the entire length of said unit, and that the inclined brace is extruded, given a shape which is complementary the shape of the space between said fins or projections, and that the inclined brace and said unit is fixed together by means of suitable clips or clamps pressed over the inclined brace and is snapped on to said fins or projections. The publication relates also to a method for assembling a truss girder having triangular, quadrangular or polygonal shaped cross sectional shape.
    • 本发明涉及一种桁架梁,特别适用于在交通台架中形成横梁,其中桁架梁由三角形,四边形或多边形横截面形成,由适于挤出的材料制成,并且至少包括一个上部 弦和下弦通过倾斜的支架相互连接,并且在桁架工作梁的角部之间的距离大的情况下,形成桁架梁(例如弦杆)的单元分开制造,并随后沿其角部边缘固定在一起 。 形成弦的所述单元设置有沿着所述单元的整个长度延伸的平行的向外突出的翅片或突起,并且倾斜的支架被挤出,给定与所述翼片或突起之间的空间的形状互补的形状,以及 倾斜支架和所述单元通过压在所述倾斜支架上的合适的夹子或夹具固定在一起,并且卡扣在所述鳍片或突起上。 该出版物还涉及一种用于组装具有三角形,四边形或多边形横截面形状的桁架梁的方法。