ADJUSTABLE STRUCTURAL JOINT FOR BUILDING AND BUILDING SYSTEM COMPRISING SUCH JOINT
    4.
    发明申请
    ADJUSTABLE STRUCTURAL JOINT FOR BUILDING AND BUILDING SYSTEM COMPRISING SUCH JOINT 审中-公开
    适用于包括这种接头的建筑和建筑系统的可调结构接头

    公开(公告)号:WO2012053023A1

    公开(公告)日:2012-04-26

    申请号:PCT/IT2011/000352

    申请日:2011-10-19

    Inventor: PACILE, Girolamo

    Abstract: An adjustable structural joint (1) is described, composed of a first joint half-body (3a) and a second joint half-body (3b), each one of the half- bodies (3a, 3b) being composed of at least one respective first and second articulated joint portion (5a, 5b), each one of the portions (5a, 5b) being integral with at least one respective first and second connecting portion (7a, 7b), such articulated joint portions (5a, 5b) being mutually connected by interposing fastening means substantially having a first operating position in which such fastening means allow a relative rotation around a common rotation axis (R-R) between such first joint half-body (3a) and such second joint half-body (3b) and vice versa, and a second operating position in which such fastening means block such relative rotation. A building system comprising at least one of these joints (1) is further described.

    Abstract translation: 描述了由第一接头半体(3a)和第二接头半体(3b)组成的可调结构接头(1),每个半体(3a,3b)由至少一个 相应的第一和第二铰接部分(5a,5b),每个部分(5a,5b)与至少一个相应的第一和第二连接部分(7a,7b)成一体,这些铰接部分(5a,5b) 通过插入基本上具有第一操作位置的紧固装置相互连接,在该紧固装置中,这种紧固装置允许围绕第一接头半体(3a)和第二接头半体(3b)之间的公共旋转轴线(RR)相对旋转, 以及第二操作位置,其中这种紧固装置阻止这种相对旋转。 进一步描述包括这些接头(1)中的至少一个的建筑系统。

    THE FLAT-SOFFIT LARGE-SPAN INDUSTRIAL BUILDING SYSTEM
    5.
    发明申请
    THE FLAT-SOFFIT LARGE-SPAN INDUSTRIAL BUILDING SYSTEM 审中-公开
    平房大跨度工业建筑系统

    公开(公告)号:WO02057572A3

    公开(公告)日:2003-07-17

    申请号:PCT/HR0100050

    申请日:2001-10-23

    Abstract: The present building system solves constructing of large span buildings with flat soffit by composite elements. It comprises full-finished assembling single footing elements (5), two-part composite columns (4) into which the longitudinal large-height upper and lower bearing wall-panels (2) and (3) are inserted, that close the inner space of the building. Roof-ceiling composite elements (1), solve simoultaneously the roof and the flat concrete soffit that is covered by thermal insulation (6). On the upper steel part of the roof construction secondary beams (7) are applied to carry the roof cover (8). The building interior is finished, contains the flat soffit ceiling (1.1) with invisible roof construction whereby the heating volume is reduced and the thermo-isolated, naturally ventilated loft is formed through which instalations (12) can be quided. In one embodiment the entire building can be constructed before the ground plate (9) which is then poured in closed space. The assembling single footing elements enable to construct in winter season too. Economic buildings are constructed quick and easy by small number of large, finished elements that cover large area portion at once.

    Abstract translation: 目前的建筑系统通过复合材料解决了建筑物平坦的大跨度建筑物。 它包括全部组装的单个基脚元件(5),两部分复合柱(4),纵向大高度上下轴承壁板(2)和(3)插入该组合柱中,其将内部空间 的建筑物。 天花板复合材料(1)同时解决屋顶和隔热覆盖的扁平混凝土拱顶(6)。 在屋顶结构的上钢部分,二次梁(7)应用于承载屋顶盖(8)。 建筑内部完成,包含平面拱顶天花板(1.1),具有不可见的屋顶结构,从而减少了加热量,并形成了热隔离,自然通风的阁楼,通过该顶棚安装(12)。 在一个实施例中,整个建筑物可以在接地板(9)之前构造,然后将其倒入封闭空间中。 组装单一基座元素也能在冬季建成。 经济型建筑物通过少量大型成品元素快速构建,可以一次覆盖大面积部分。

    TRUSS BRACE AND TRUSS STRUCTURE MADE THEREWITH
    6.
    发明申请
    TRUSS BRACE AND TRUSS STRUCTURE MADE THEREWITH 审中-公开
    TRUSS BRACE和TRUSS结构

    公开(公告)号:WO01069000A1

    公开(公告)日:2001-09-20

    申请号:PCT/US2001/006478

    申请日:2001-02-28

    CPC classification number: E04B7/024 E04C3/02 E04C2003/026

    Abstract: A truss system utilizing braces to retain the trusses in spaced relation is provided. The braces include a beam with latch means at opposite ends for forming a snap lock connection to adjacent trusses fixing the spacing between the trusses. One latch means includes a yoke which will automatically position the brace in an orientation generally normal to the truss to which the brace is mounted. The other latch means is adapted to mount to an adjacent truss and form an interlock with a second brace extending to the next truss. The braces are lined in a row across a plurality of trusses positioned in generally parallel relationship.

    Abstract translation: 提供了一种利用支架将桁架保持间隔关系的桁架系统。 支架包括在相对端处具有闩锁装置的梁,用于形成固定桁架之间的间隔的相邻桁架的卡扣连接。 一个闩锁装置包括一个轭,它将自动地将支架定位成大致垂直于安装支架的桁架的方位。 另一个闩锁装置适于安装到相邻的桁架上,并与延伸到下一个桁架的第二支架形成互锁。 大括号沿着大致平行关系定位的多个桁架排成一行。

    DOUBLE-TAU-PROFILE
    7.
    发明申请
    DOUBLE-TAU-PROFILE 审中-公开
    双TAU-PROFILE

    公开(公告)号:WO1998005836A1

    公开(公告)日:1998-02-12

    申请号:PCT/IT1997000160

    申请日:1997-07-09

    Applicant: TOSONI, Mario

    Abstract: The subject of the present patent is a new kind of cold-formed profile with significantly higher strength, bending resistance and stability in comparison with the profiles used till today. Some other advantages with regard to production consist in using less powerful machines or forming-machines, less thick sheet materials and less steel in the making of the necessary forming rolls for dressing the bending stages of the profile. The profile consists of an only sheet strap forming web (1) and flanges (2, 3) and originating a form like a double Greek T (tau) with two bigger symmetrical parts (2) of double thickness in comparison with the central part and two very flat symmetrical parts (3) of triple thickness if compared with the central part as depicted on the drawing.

    Abstract translation: 本专利的主题是与迄今使用的型材相比,具有显着更高的强度,抗弯曲性和稳定性的新型冷成型型材。 在生产方面的一些其他优点在于使用较不强大的机器或成型机,较薄的板材和更少的钢来制造用于修整轮廓的弯曲阶段的必要的成形辊。 该轮廓由仅形成一个带状条带(1)和法兰(2,3)组成,并且起源于具有双重厚度的两个较大对称部分(2)的双希腊语T(τ)的形式,与中心部分相比,以及 如图所示与中心部分相比,两个非常平坦的对称部分(3)三重厚度。

    BUILDING CONSTRUCTION
    8.
    发明申请
    BUILDING CONSTRUCTION 审中-公开
    建筑施工

    公开(公告)号:WO2016103137A1

    公开(公告)日:2016-06-30

    申请号:PCT/IB2015/059807

    申请日:2015-12-20

    Abstract: A building is constructed from a plurality of rectangular wall sections secured to one another. At least some wall sections are formed of an upper and a lower beam (12), vertical studs (50) extending between the upper and lower beams (12) and a wall panel secured to the beams (12) and to the studs (50). In the invention, each beam (12) is formed of an elongate metal sheet (120) folded through a right angle about at least one longitudinally extending line to define at least a horizontal (123) first plate, and a vertical (121) second. A plurality of separately formed sheet metal brackets (122, 124) are secured to at least one of the plates of the folded metal sheet (120) at preset distances from one another along the length of the beam and secured to the ends of the studs (50).

    Abstract translation: 建筑物由彼此固定的多个矩形壁部分构成。 至少一些壁部分由上和下梁(12)形成,在上梁和下梁(12)之间延伸的垂直螺柱(50)和固定到梁(12)和螺柱(50)的壁板 )。 在本发明中,每个梁(12)由细长的金属板(120)形成,该细长的金属板(120)围绕至少一个纵向延伸的线折叠成直角,以限定至少一个水平(123)的第一板,以及垂直(121) 。 多个单独形成的金属板托架(122,124)沿着梁的长度彼此预定距离固定到折叠的金属板(120)的至少一个板上并固定到螺柱的端部 (50)。

    PURLIN FIXING TOOL
    9.
    发明申请
    PURLIN FIXING TOOL 审中-公开
    PURLIN固定工具

    公开(公告)号:WO2015157795A1

    公开(公告)日:2015-10-22

    申请号:PCT/AU2015/000201

    申请日:2015-04-02

    Abstract: A tool for fixing purlins to a roof truss including a first rotatable jaw for attaching to a reference purlin and a plurality of spaced apart jaws for holding further purlins that are to be positioned. The tool is rotated to an upright position to accept the purlins to be placed and then rotated such that the purlins are placed on the roof truss in alignment for fixing.

    Abstract translation: 一种用于将pur条固定到屋顶桁架的工具,其包括用于附接到参考pur条的第一可旋转颚和用于保持待定位的另外的pur条的多个间隔开的颚。 将工具旋转到直立位置以接收待放置的pur条,然后旋转,使得pur条被放置在对准固定的屋顶桁架上。

    薄板軽量形鋼を用いた小屋組の接合構造
    10.
    发明申请
    薄板軽量形鋼を用いた小屋組の接合構造 审中-公开
    使用板金属和轻型钢的屋顶板的连接结构

    公开(公告)号:WO2002101169A1

    公开(公告)日:2002-12-19

    申请号:PCT/JP2002/004856

    申请日:2002-05-20

    CPC classification number: E04B7/045 E04B7/024 E04B7/06

    Abstract: Connection structures of a roof truss using sheet metal and lightweight section steel, the connection structure for connecting an auxiliary roof part to a body roof part, wherein root hardware formed by bending sheet steel is inserted and disposed in the longitudinal direction of the root line of a connection member for connecting a rafter forming the auxiliary roof part to a truss or a rafter forming the body roof part, the connection structure formed of a roof truss top chord or the rafter and a wall crossing each other on the upper surface of the wall, wherein fixing hardware formed by bending sheet steel is disposed at the connection portion of the members to fix the roof truss top chord or the rafter to the wall, the connection structure of the roof truss top chord or the rafter, wherein sheet steel is disposed at the connection tip part to fix the roof truss top chord or the rafter with the end part of a column, and a fixing hardware of box shape having a box support part formed by bending sheet steel is installed at the tip of the sheet steel to fix the fixing hardware to a top part cleat.

    Abstract translation: 使用钣金和轻质型钢的屋顶桁架的连接结构,用于将辅助屋顶部分连接到车身屋顶部分的连接结构,其中通过弯曲钢板形成的根部硬件被插入并设置在根部的根线的纵向方向上 连接构件,用于将形成辅助屋顶部分的椽子连接到形成车体顶部的桁架或椽子,由屋顶桁架顶弦或椽子形成的连接结构和在壁的上表面上相交的壁 其中,通过弯曲钢板形成的固定硬件设置在构件的连接部分处,以将屋顶桁架顶部弦或椽子固定到墙壁上,将屋顶桁架顶部弦或椽子的连接结构固定在其中,其中钢板被设置 在连接尖端部分,用于将屋顶桁架顶部弦或椽子与柱的端部固定,并且形成具有盒支撑部分的盒形固定件 通过弯曲钢板安装在钢板的尖端,将固定硬件固定在顶部防滑板上。

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