公开(公告)号：WO2006069435A1

公开(公告)日：2006-07-06

申请号：PCT/CA2005/001898

申请日：2005-12-14

Applicant: GCG HOLDINGS LTD. ,  BODNAR, Ernest, R.

Inventor： BODNAR, Ernest, R.

IPC: E04C3/08

CPC classification number: E04B5/10 ,  E04C3/09 ,  E04C2003/0413 ,  E04C2003/0421 ,  E04C2003/0434 ,  E04C2003/0452 ,  E04C2003/0473 ,  E04C2003/0482

Abstract: A steel joist member for use in supporting floor structures giving great strength and convenience and improved acoustical performance having a web defining side edges and an axis, a flange on at least one side edge, openings through said web at spaced intervals therealong, having rounded ends and parallel linear sides, portions of said web displaced from said opening remaining attached integrally to the web by bend lines formed on the linear sides of the openings along axes parallel to the web axis, and forming reinforcing channels alongside the opposite sides of the opening. Also disclosed is a composite joist member made up of two such members joined together back to back with their openings in registration creating an H shape or an I shape. Also disclosed is a rim member for supporting the composite joists to form a floor structure. Also disclosed is a method of making such a floor joist member. Also disclosed is a floor panel system wherein floor panels can be prefabricated in a factory and transported to a construction site ready for installation in a building.

Abstract translation: 一种用于支撑地板结构的钢托梁构件，其具有强度和方便性以及改进的声学性能，其具有限定侧边缘和轴线的腹板，至少一个侧边缘上的凸缘，具有圆形端部的间隔开的通过所述腹板的开口 并且平行的直线侧，所述腹板的从所述开口移位的部分通过沿着平行于腹板轴线的轴线形成在开口的线性侧上的弯曲线整体地附接到腹板，并且沿着开口的相对侧形成加强通道。 还公开了一种由两个这样的构件组成的复合托梁构件，这些构件以对齐的顺序连接在一起，使其开口对齐，形成H形状或I形。 还公开了一种用于支撑复合托梁以形成地板结构的轮辋构件。 还公开了制造这种地板托梁构件的方法。 还公开了一种地板镶板系统，其中地板镶板可以在工厂中预制并运送到准备安装在建筑物中的施工现场。

公开(公告)号：WO2005042869A1

公开(公告)日：2005-05-12

申请号：PCT/CA2004/001889

申请日：2004-10-28

Applicant: BEST JOIST INC. ,  STRICKLAND, Michael, Richard ,  XU, Lei

Inventor： STRICKLAND, Michael, Richard ,  XU, Lei

IPC: E04C3/08

CPC classification number: E04C3/065 ,  B21D47/01 ,  E04B5/29 ,  E04B5/40 ,  E04C3/07 ,  E04C3/083 ,  E04C3/09 ,  E04C3/11 ,  E04C3/291 ,  E04C3/293 ,  E04C3/294 ,  E04C2003/026 ,  E04C2003/0413 ,  E04C2003/0452 ,  E04C2003/046

Abstract: A joist comprised of at least one cold-formed steel elongated chord member; a cold-formed steel web having a plurality of web members and means for securing said web to said chord member. A plurality of joists are generally for use in a support system for a platform or a deck in the construction of floors and roofs. The support system is of particular use in a composite floor and roof systems.

Abstract translation: 由至少一个冷成型钢细长弦构件构成的托梁; 具有多个腹板构件的冷成型钢腹板和用于将所述纤维网固定到所述弦杆构件的装置。 多个托梁通常用于在建筑地板和屋顶中的平台或甲板的支撑系统中。 支撑系统在复合地板和屋顶系统中特别有用。

公开(公告)号：WO2005014944A1

公开(公告)日：2005-02-17

申请号：PCT/AU2004/001045

申请日：2004-08-06

Applicant: QUICKFRAME TECHNOLOGIES PTY LTD ,  GREEFF, Leon, Willem ,  PEACOCK, Graham, John

Inventor： GREEFF, Leon, Willem ,  PEACOCK, Graham, John

IPC: E04B1/38

CPC classification number: E04C3/11 ,  E04B2001/5868 ,  E04C3/09 ,  E04C2003/0473 ,  Y10T403/3906

Abstract: The present invention relates to a novel connection means between members of a metal roof truss, namely the connection between chord members (20,22,24) and stiffening members (12,14,16,18). Each member includes internally pressed circular sections (86,90) adapted to engage one another and thereby provide for a joint having greater shear strength than hitherto known joints. This is achieved because radial movement of the members is prevented. Each member includes two parallel side walls (28,30) adapted to engage one another, this further strengthening the joint in that there are two connecting surfaces, and located between each engaged walls is a cylindrical ferrule (108) adapted to prevent inward deflection of the walls when secured. The connection means of the present invention may also include a secondary strengthening means in the form of splayed upper edges (110,112) located on the chord members (20,22,24). The splayed edges (110,112) serve to grip the side walls of the stiffening members (12,14,16,18) when secured. The above features not only provide for a much stronger connection between the truss members but also simplify assembly of the roof truss in that once each member is secured at one end, the configuration of the connection means allows for the free end to be rotated until it is appropriately positioned to be mounted to a further member.

Abstract translation: 本发明涉及金属屋顶桁架的构件之间的新型连接装置，即弦构件（20,22,24）和加强构件（12,14,16,18）之间的连接。 每个构件包括适于彼此接合的内部压制的圆形部分（86,90），从而提供具有比目前已知的关节更大的剪切强度的接头。 这是因为防止了部件的径向运动。 每个构件包括适于彼此接合的两个平行的侧壁（28,30），这进一步加强了接头，因为存在两个连接表面，并且位于每个接合壁之间的是圆柱形套圈（108），其适于防止 安全的墙壁。 本发明的连接装置还可以包括位于弦构件（20,22,24）上的凸出的上边缘（110,112）形式的辅助加强装置。 当固定时，展开的边缘（110,112）用于夹紧加强构件（12,14,16,18）的侧壁。 上述特征不仅提供了桁架构件之间更牢固的连接，而且还简化了屋顶桁架的组装，因为一旦每个构件在一端被固定，连接装置的构造允许自由端旋转直到它 被适当地定位成安装到另一个构件。

公开(公告)号：WO2004038123A1

公开(公告)日：2004-05-06

申请号：PCT/CA2003/001628

申请日：2003-10-27

Applicant: GCG HOLDINGS LTD ,  BODNAR, Ernest, R.

Inventor： BODNAR, Ernest, R.

IPC: E04C3/09

CPC classification number: E04C3/09 ,  E04C2003/0439 ,  E04C2003/0452 ,  E04C2003/0473 ,  Y10T29/49627

Abstract: A steel member (10, 40, 70, 100) for use in supporting structures and having reduced heat transfer characteristics as compared with solid web studs, and having a web (12, 42, 72, 102) defining side edges and an axis a flange (14, 44, 74, 104) on at least one side edge, openings (18, 46, 76, 112) through said web (12, 42, 72, 102) at spaced intervals therealong, of predetermined size and profile, at least a side portion of said web (12, 42, 72, 102) removed from said opening (18, 46, 76, 112) remaining attached integrally to said web (12, 42, 72, 102), by bend lines being formed along axes parallel to said web axis. Also disclosed is a composite member (130) made up of two such members (132) joined together. Also disclosed is a method of making such a member (10, 40, 70, 100, 130, 132).

Abstract translation: 一种用于支撑结构并且具有与实心网状物柱相比具有降低的传热特性的钢构件（10,40,70,100），并且具有限定侧边缘的腹板（12,42,72,102）和轴线a 在至少一个侧边缘上的凸缘（14,44,74,104），具有预定尺寸和轮廓的以间隔开的间隔穿过所述腹板（12,42,72,102）的开口（18,46,76,112） 从所述开口（18,46,76,112）移除的所述腹板（12,42,72,102）的至少一个侧部保持与所述腹板（12,42,72,102）整体连接，弯曲线为 沿着与所述腹板轴线平行的轴线形成。 还公开了由两个这样的连接在一起的构件（132）构成的复合构件（130）。 还公开了制造这种构件（10,40,70,100,130,132）的方法。

公开(公告)号：WO2004013423A2

公开(公告)日：2004-02-12

申请号：PCT/US2003/024444

申请日：2003-08-05

Applicant: ANDERSON, Jeffrey, A.

Inventor： ANDERSON, Jeffrey, A.

IPC: E04B

CPC classification number: E04C3/083 ,  E04B2/58 ,  E04C3/09 ,  E04C3/292 ,  E04C2003/043 ,  E04C2003/0434 ,  E04C2003/0439 ,  E04C2003/0456 ,  E04C2003/0465 ,  E04C2003/0473

Abstract: A framing member incorporates a series of web slots along a portion of the member that are expanded through the process of manufacture. The expansion of the web slots creates voids and metal web elements in the webbed portion of the member, which can be a stud. The voids created during the expansion process can become the voids for running wiring, plumbing and heating ducts. The web elements can be designed to minimize thermal transmission from the exterior to the interior of a wall including the member, as well as provide adequate structure properties required from the structural member. The expanded slots allow the part to enlarge without increasing the amount of raw material and therefore substantially reducing the cost to manufacture.

Abstract translation: 框架构件沿着通过制造过程扩展的构件的一部分包括一系列腹板槽。 网槽的膨胀在构件的网状部分中产生空隙和金属腹板元件，其可以是螺柱。 在膨胀过程中产生的空隙可能会成为运行接线，管道和加热管道的空隙。 网状元件可以被设计成使包括构件在内的从外部到内部的热传递最小化，并且提供从结构构件所需的足够的结构特性。 扩展的槽允许零件在不增加原材料量的情况下扩大，因此大大降低制造成本。

公开(公告)号：WO02053846A1

公开(公告)日：2002-07-11

申请号：PCT/US2001/026523

申请日：2001-08-24

IPC: E04B1/24 ,  E04B7/06 ,  E04C3/04 ,  E04C3/07 ,  E04C3/09

CPC classification number: E04B1/2403 ,  E04B7/063 ,  E04C3/07 ,  E04C3/09 ,  E04C2003/0413 ,  E04C2003/0417 ,  E04C2003/0421 ,  E04C2003/0434 ,  E04C2003/046 ,  E04C2003/0473 ,  E04C2003/0482

Abstract: A web connector, a building component connection and a method for connecting a first building component to a second building component. One embodiment of the web connector includes a rib member that is attachable to a web portion of the first building component and an attachment plate extending outward from the rib member. The rib member may be sized so that it is received on a leg portion that protrudes from the web portion of the first building component. The attachment plate is attachable to an attachement flange of the second building component. In another embodiment, the web connector includes two rib members and an attachment member that forms two plates for attaching two additional building components thereto.

Abstract translation: 网络连接器，建筑构件连接和用于将第一建筑构件连接到第二建筑构件的方法。 腹板连接器的一个实施例包括可附接到第一建筑构件的腹板部分的肋构件和从肋构件向外延伸的附接板。 肋构件的尺寸可以被定位成使其被容纳在从第一建筑构件的腹板部分突出的腿部上。 附接板可附接到第二建筑构件的附件凸缘。 在另一个实施例中，腹板连接器包括两个肋构件和附接构件，其形成用于将两个附加建筑构件附接到其上的两个板。

公开(公告)号：WO01083903A1

公开(公告)日：2001-11-08

申请号：PCT/US2000/012159

申请日：2000-05-04

IPC: E04B1/58 ,  E04C3/00 ,  E04C3/04 ,  E04C3/09 ,  E04C3/11 ,  E04B1/38

CPC classification number: E04C3/005 ,  E04B2001/5868 ,  E04C3/09 ,  E04C3/11 ,  E04C2003/0486 ,  E04C2003/0491

Abstract: A method of using a hinged connector (10) to form a complex junction in the making of a steel truss is provided. In general, a hinged connector (10) that is suitable for use in the method of the present invention comprises: first and second pieces (100, 200), each piece having a spine (112, 212) and first and second legs (108, 110 and 208, 210) defining a generally U-shaped channel (102, 202) and a longitudinal axis (30); a hinge (300) interconnecting a pivot end portion (104, 106) of the first piece (100) and a pivot end portion (204, 206) of the second piece (200) such that the longitudinal axis (30) of the first and second pieces (100, 200) extend and can be pivoted relative to one another in substantially the same plane; and an opening (232) formed at least partially in the spine (112 or 212) of at least one of the first and second pieces (100, 200) of the hinged connector (10).

Abstract translation: 提供了一种在制造钢桁架时使用铰接连接器（10）形成复合连接件的方法。 通常，适用于本发明方法的铰链连接器（10）包括：第一和第二部件（100,200），每个部件具有脊部（112,212）和第一和第二腿部（108） ，110和208,210），其限定大致U形的通道（102,202）和纵向轴线（30）; 互连所述第一件（100）的枢转端部（104,106）和所述第二件（200）的枢转端部（204,206）之间的铰链（300），使得所述第一件（100）的纵向轴线（30） 并且第二片（100,200）在基本上相同的平面中相对于彼此枢转; 以及至少部分地形成在所述铰链连接器（10）的所述第一和第二部件（100,200）中的至少一个的脊部（112或212）中的开口（232）。

公开(公告)号：WO0114658B1

公开(公告)日：2001-06-07

申请号：PCT/US0023367

申请日：2000-08-24

Applicant: MITEK HOLDINGS INC ,  COLL STEPHEN ANTHONY ,  TADICH JOHN

Inventor： COLL STEPHEN ANTHONY ,  TADICH JOHN

IPC: E04C3/04 ,  E04C3/09 ,  E04C3/16 ,  E04C3/17 ,  E04C3/292

CPC classification number: E04C3/09 ,  E04C3/16 ,  E04C3/17 ,  E04C3/292 ,  E04C2003/0486 ,  E04C2003/0491

Abstract: A web member (51) for use in reinforcing a structural framework, such as a truss or framework, comprised of beams (37, 39) and web members (51) secured to the beams. A web member includes a support section (58) with a longitudinally extending tab (63) on each end thereof. The tabs (63) a bent to engage inside surfaces of the beams for securement thereto as with screw fasteners (107) whereby the web member is secured to and extends between beams of the truss.

Abstract translation: 一种用于加固结构框架（例如桁架或框架）的腹板构件（51），所述结构框架包括梁（37,39）和固定至梁的腹板构件（51）。 腹板构件包括在其每个端部上具有纵向延伸突出部（63）的支撑部分（58）。 如同螺钉紧固件（107）一样，突片（63）弯曲成与梁的内表面接合以固定到梁的表面，由此腹板构件被固定到桁架的梁上并在桁架的梁之间延伸。

公开(公告)号：WO99055989A1

公开(公告)日：1999-11-04

申请号：PCT/ZA1999/000026

申请日：1999-04-29

IPC: E04B1/58 ,  E04C3/04 ,  E04C3/09 ,  E04H12/08

CPC classification number: E04C3/09 ,  E04B1/5806 ,  E04C2003/0486 ,  E04C2003/0495 ,  E04H12/08

Abstract: A structural element (10) for a structure, the element comprising an angle steel element (22, 24, 74) and one or more crimped joint regions (16) along the length of the angle steel element, arranged in such a way that where one or more bracing members (12, 14, 72) is joined to the angle steel element a crimped region is pressed into the angle steel element, thereby decreasing the angle of the angle steel element, thus facilitating a cleatless joint between bracing member and support member. A three-legged structure (70) mainly manufactured from such elements may be used as a tower such as telecommunication or other communication towers.

Abstract translation: 一种用于结构的结构元件（10），所述元件包括角钢元件（22,24,74）和沿着所述角钢元件的长度的一个或多个卷曲接合区域（16），所述角钢构件 一个或多个支撑构件（12,14,72）连接到角钢元件上，卷曲区域被压入角钢元件中，从而减小角钢元件的角度，从而有助于支撑构件和支撑件之间的无夹紧接头 会员。 主要由这些元件制造的三足结构（70）可以用作诸如电信或其他通信塔的塔。

公开(公告)号：WO1997009496A1

公开(公告)日：1997-03-13

申请号：PCT/SE1996001081

申请日：1996-09-02

Applicant: MIKAEL HELLSTEN AKTIEBOLAG ,  HELLSTEN, Mikael

Inventor： MIKAEL HELLSTEN AKTIEBOLAG

IPC: E04C03/09

CPC classification number: E04C3/07 ,  E04C3/083 ,  E04C3/09 ,  E04C3/32 ,  E04C2003/0413 ,  E04C2003/0421 ,  E04C2003/043 ,  E04C2003/0434 ,  E04C2003/0447 ,  E04C2003/0465 ,  E04C2003/0469 ,  E04C2003/0478 ,  Y10T29/18 ,  Y10T29/49625 ,  Y10T29/49634

Abstract: The present invention relates to a beam with a fully and/or partially closed profile exhibiting at least two sides, in conjunction with which at least one side exhibits expanded matal (2, 3). The invention also relates to a manufacturing process for beams.

Abstract translation: 本发明涉及具有完全和/或部分闭合的轮廓的梁，其具有至少两个侧面，结合至少一个侧面展现膨胀的马氏体（2,3）。 本发明还涉及一种梁的制造方法。