BUILDING CONSTRUCTION
    31.
    发明公开
    BUILDING CONSTRUCTION 审中-公开
    建筑施工

    公开(公告)号:EP3237698A1

    公开(公告)日:2017-11-01

    申请号:EP15831231.4

    申请日:2015-12-20

    摘要: A building is constructed from a plurality of rectangular wall sections secured to one another. At least some wail sections are formed of an upper and a lower beam, vertical studs extending between the upper and lower beams and a wall panel secured to the beams and to the studs. In the invention, each beam is formed of an elongate metal sheet folded through a right angle about at least one longitudinally extending line to define at least a horizontal first plate, and a vertical second. A plurality of separately formed sheet metal brackets are secured to at least one of the plates of the folded metal sheet at preset distances from one another along the length of the beam and secured to the ends of the studs.

    摘要翻译: 建筑物由多个彼此固定的矩形壁部分构成。 至少一些壁部由上梁和下梁(12)形成,在上梁和下梁(12)之间延伸的竖直立柱(50)和固定到梁(12)和立柱(50)上的墙板 )。 在本发明中,每个梁(12)由细长金属片(120)形成,所述金属片围绕至少一条纵向延伸线折成直角,以限定至少一个水平(123)第一板和一个垂直(121)第二 。 多个单独形成的金属板支架(122,124)沿着梁的长度彼此以预设距离固定到折叠金属板(120)的至少一个板上,并固定到柱的端部 (50)。

    Prefabricated Steel beam
    35.
    发明公开
    Prefabricated Steel beam 审中-公开
    VorfabrizierterStahlträger

    公开(公告)号:EP1978173A2

    公开(公告)日:2008-10-08

    申请号:EP08102448.1

    申请日:2008-03-10

    IPC分类号: E04B5/10

    摘要: The invention relates to a steel beam (1) for supporting floor plates (2), consisting of a bottom plate (4) and a beam part (5). In the beam (1) and onto bottom plate (4), one or more profiles (7) are mounted, extending in a longitudinal direction, via which electric wiring liquids or gasses may be distributed. A connection can be made by drilling a hole in the profile via the bottom plate.

    摘要翻译: 本发明涉及一种用于支撑由底板(4)和梁部(5)组成的地板(2)的钢梁(1)。 在梁(1)和底板(4)上,安装一个或多个轮廓(7),沿纵向方向延伸,通过该轮廓可以分配电线路液体或气体。 可以通过在底板上的孔中钻孔来进行连接。

    METHOD AND MEANS FOR MANUFACTURING STEEL BEAM
    37.
    发明公开
    METHOD AND MEANS FOR MANUFACTURING STEEL BEAM 有权
    用于生产钢支撑钢梁

    公开(公告)号:EP1507938A1

    公开(公告)日:2005-02-23

    申请号:EP03725251.7

    申请日:2003-05-23

    申请人: Teräspeikko Oy

    发明人: TUOMINEN, Kari

    IPC分类号: E04C3/293 E04C3/07 E04B5/29

    摘要: A method and means for manufacturing a steel beam, the steel beam serving together with concrete as a bearing composite structure for various slab sys-tems. In the method the base plate (1), web parts (2) and top plate (3) of the beam are cut from a plate material, the parts are assembled in such a manner that between them, a space is formed for concrete, and the parts are welded together. Web plates (3) are cut to a curved shape according to precambering. Side supports (4) determining the position of the web plates and centre supports (5) determining the location of the top plate (3) are fastened to the base plate (1) at regular intervals in the longitudinal direction of the beam. A force (F) is directed to the base plate (1) that forces the base plate (1) to the curvature defined by the web plates (2).

    A structural body and method of its manufacture
    38.
    发明公开
    A structural body and method of its manufacture 有权
    StrukturellerKörperund Verfahren zu seiner Herstellung

    公开(公告)号:EP1057574A3

    公开(公告)日:2003-04-02

    申请号:EP00304506.9

    申请日:2000-05-26

    申请人: Hitachi, Ltd.

    IPC分类号: B23K20/12 E04C3/00 B61D17/04

    摘要: Two joined hollow frame members have face plates 11,12,21,22 connected in a truss manner by ribs 13A,13B,23A,23B. An end portion of one face plate 11,21 is positioned at the vicinity of an apex of the truss structure. An end portion 12b,22b of the other face plate projects further. The end portions 12b,22b are joined by friction stir joining from above. A connection member 30 is arranged between the upper face plates 11,21 and joined from above by friction stir joining. A load applied in the friction stir joining time is received by the ribs 13A,13B,23A,23B. A lightweight structure and high rigidity performance can be obtained.

    摘要翻译: 两个连接的中空框架构件具有通过肋13A,13B,23A,23B以桁架方式连接的面板11,12,21,22。 一个面板11,21的端部位于桁架结构的顶点附近。 另一面板的端部12b,22b进一步突出。 端部12b,22b通过摩擦搅拌接合从上方接合。 连接构件30设置在上面板11,21之间,并通过摩擦搅拌接合从上方接合。 通过肋13A,13B,23A,23B接收施加在摩擦搅拌接合时间中的负载。 可以获得轻质结构和高刚性性能。