CHANNEL
    61.
    发明申请
    CHANNEL 审中-公开
    渠道

    公开(公告)号:WO2009033429A1

    公开(公告)日:2009-03-19

    申请号:PCT/CN2008/072340

    申请日:2008-09-11

    Applicant: YAU, Pak Sum

    Inventor: YAU, Pak Sum

    CPC classification number: E04B1/4107 F16B37/045

    Abstract: A channel anchoring device (100) having predetermined structural properties, for securing construction elements to a metallic structure, the anchoring device (100) comprising a generally elongate metallic channel rail (110) having an engagement surface for engagement with a fastener, the fastener providing fixation of a construction element to the channel rail (110), and a generally elongate metallic fixation member (120) abutted against and engaged with said channel rail (110), wherein the fixation member (120) is engaged with the channel rail (110), said fixation member being formed from a material suitable for allowing welded fixation of the anchoring device (100) to a structure. The fixation member (120) and the channel rail (110) are engaged by a riveting process such that the predetermined structural properties of the channel rail (110) are not altered by heat generated during the riveting process; and the fixation member (120) is sized such that the predetermined structural properties of the channel rail (110) are not altered by heat generated from welding of the anchoring device (100) via the fixation member to a structure.

    Abstract translation: 一种具有预定结构特性的通道锚固装置(100),用于将结构元件固定到金属结构上,所述锚固装置(100)包括具有用于与紧固件接合的接合表面的大致细长的金属通道轨道(110),所述紧固件提供 将结构元件固定到通道轨道(110)上,以及大体细长的金属固定构件(120),其抵靠并与所述通道轨道(110)接合,其中所述固定构件(120)与所述通道轨道(110) ),所述固定构件由适于允许锚定装置(100)焊接固定到结构的材料形成。 固定构件(120)和通道轨道(110)通过铆接工艺接合,使得通道轨道(110)的预定结构特性不会因铆接过程中产生的热而改变; 并且所述固定构件(120)的尺寸设定成使得所述通道轨道(110)的预定结构特性不会被所述锚定装置(100)经由所述固定构件焊接到结构所产生的热量改变。

    WALL BLOCK AND METHOD OF MANUFACTURE THEREOF
    62.
    发明申请
    WALL BLOCK AND METHOD OF MANUFACTURE THEREOF 审中-公开
    墙壁及其制造方法

    公开(公告)号:WO2006036623A3

    公开(公告)日:2008-10-30

    申请号:PCT/US2005033383

    申请日:2005-09-16

    CPC classification number: E04B2/04

    Abstract: A wall block (100) includes two finished wall material layers (106, 108) attached to a frame (110) where the tops of the wall blocks (100) are configured to support other wall blocks (100). Exterior wall blocks for constructing exterior walls include an interior wall material layer (106) and an exterior wall material layer (108). Interior wall blocks include interior wall material layers (106) on both vertical sides of the frame (110). Walls (300) are formed by stacking and gluing the prefabricated wall blocks (100) and vertically aligning the wall blocks (100) in an offset or in a vertical configuration to form a stack bond, running bond, or offset running bond wall configuration. The interior wall material layers (106) and exterior wall material layers (108) do not require further finishing after a wall is assembled thereby greatly reducing labor costs.

    Abstract translation: 壁块(100)包括附接到框架(110)的两个完成的壁材料层(106,108),其中壁块(100)的顶部被构造成支撑其它壁块(100)。 用于构造外墙的外墙块包括内壁材料层(106)和外壁材料层(108)。 内壁块包括在框架(110)的两个垂直侧上的内壁材料层(106)。 壁(300)通过堆叠和胶合预制壁块(100)并且以偏移或竖直构造垂直对准壁块(100)而形成,以形成堆叠结合,运行粘合或偏移运动的结合壁构造。 内壁材料层(106)和外壁材料层(108)在组装墙壁之后不需要进一步精加工,从而大大降低了人工成本。

    FORMWORK APPARATUS AND METHOD OF ERECTING FORMWORK APPARATUS
    64.
    发明申请
    FORMWORK APPARATUS AND METHOD OF ERECTING FORMWORK APPARATUS 审中-公开
    FORMWORK装置及其对装置的设计方法

    公开(公告)号:WO2008025050A1

    公开(公告)日:2008-03-06

    申请号:PCT/AU2006/001252

    申请日:2006-08-30

    Abstract: The preferred embodiment of the formwork apparatus (1) includes a panel (2) defining an interior side (3) for containment of a pourable substance, for example concrete (4). At least two panels are placed opposite each other and concrete (4) is poured into the space between the two panels. The panel (2) also defines an exterior side (5) having a peripheral region 6 and a central region (7). The majority of the pieces that collectively constitute the preferred embodiment, are manufactured from a strong workable material such as steel. The formwork apparatus (1) also includes a brace (8) being connectable to the peripheral and central regions (6) and (7) such that, in use, a first force having a component (10) directed toward the interior side (3) is applied by the brace (8) to the panel (2) within the central region (7), as best shown in figures (4) and (5). The brace (8) also applies a second force having a component (12) directed toward the exterior side (5) of the panel (2) within the peripheral region (6), as best shown in figures (3) and (6). This allows a user to apply force to the panel (2) to counter any bulging of the panel (2) due to the weight of the pourable substance being contained thereby. Each of the panels (30) and (31) define first and second panel edges (32) and (33) respectively which define a plurality of first panel apertures (34) and (35) disposed adjacent the panel edges (32) and (33). Placement of the two panel edges (32) and (33) adjacent each other defines two parallel rows of first and second panel apertures (34) and (35), with a substantially constant separation distance (39) being defined between respective first and second panel apertures (34) and (35). A connection plate (36) has first and second connection plate apertures (37) and (38), which are separated by the applicable separation distance (39). This allows for alignment of the connection plate (36) such that the first connection plate apertures (37) and (38) are aligned with selected panel apertures (34) and (35). Fasteners (43) are insertable through the connection plate apertures (37) and (38) and through the selected panel apertures (34) and (35) so as to affix the connection plate (36) to the second panel (31). Hence, the first panel (30) is effectively affixed to the second panel (31) via the connecting plate (36).

    Abstract translation: 模板设备(1)的优选实施例包括限定用于容纳可倾倒物质(例如混凝土(4))的内侧(3)的面板(2)。 至少两个面板彼此相对放置,混凝土(4)被倒入两个面板之间的空间中。 面板(2)还限定具有周边区域6和中心区域(7)的外侧(5)。 共同构成优选实施例的大多数件由诸如钢的强可加工材料制成。 模板装置(1)还包括可连接到周边和中心区域(6)和(7)的支架(8),使得在使用中具有指向内侧(3)的部件(10)的第一力 )通过支架(8)施加到中央区域(7)内的面板(2),如图(4)和(5)所示。 如图(3)和(6)所示,支架(8)还施加具有指向面板(2)的外侧(5)的部件(12)在周边区域(6)内的第二力, 。 这允许使用者由于所包含的可倾倒物质的重量而将力施加到面板(2)以抵抗面板(2)的任何凸起。 每个面板(30)和(31)分别限定第一和第二面板边缘(32)和(33),其限定了邻近面板边缘(32)和(33)设置的多个第一面板孔(34)和(35) 33)。 相邻的两个面板边缘(32)和(33)的放置限定了两个平行的第一和第二面板孔(34)和(35)的行,其中基本上恒定的间隔距离(39)被限定在相应的第一和第二面 面板孔(34)和(35)。 连接板(36)具有第一和第二连接板孔(37)和(38),它们被分隔开适用的间隔距离(39)。 这允许连接板(36)的对准,使得第一连接板孔(37)和(38)与选定的面板孔(34)和(35)对齐。 紧固件(43)可以通过连接板孔(37)和(38)插入并穿过选定的面板孔(34)和(35),以将连接板(36)固定到第二面板(31)。 因此,第一面板30经由连接板36被有效地固定在第二面板31上。

    FRAME SYSTEM WITH RELEASABLE COUPLERS
    65.
    发明申请
    FRAME SYSTEM WITH RELEASABLE COUPLERS 审中-公开
    具有可释放耦合器的框架系统

    公开(公告)号:WO2008016866A2

    公开(公告)日:2008-02-07

    申请号:PCT/US2007/074692

    申请日:2007-07-30

    CPC classification number: F16B37/045 A47B96/1466 E04B2001/5881 F16B12/50

    Abstract: Structure and method for assembling a structural frame for use in erecting temporary or permanent structures, which structural frame has a first component having at least one auxiliary elongated web section with an elongated entrance channel opening for allowing insertion into th hollow interior of a coupler component to which is attached a second component. The channel opening defines a wider gap portion through which a coupler component is inserted, and a narrower gap portion that secures the coupler therein thereby attaching the first component to an end of the second component. The first and second components are firmly, yet removable, secured together by first inserting the first wider section of the coupler through the wider gap section of the entrance channel opening of the first component, and then sliding the coupler along the hollow interior of the first component until the wider section is located at and within the narrower gap section of the entrance channel opening of the first component.

    Abstract translation: 用于组装用于竖立临时或永久结构的结构框架的结构和方法,该结构框架具有第一部件,该第一部件具有至少一个辅助细长腹板部分,该辅助细长腹板部分具有用于允许插入连接器部件的中空内部的细长入口通道开口 其附接有第二组件。 通道开口限定更宽的间隙部分,耦合器部件通过该间隙插入,以及将耦合器固定在其中的较窄间隙部分,从而将第一部件附接到第二部件的端部。 第一和第二部件通过首先将联接器的第一较宽部分穿过第一部件的入口通道开口的较宽的间隙部分,将第一和第二部件固定在一起,然后沿着第一部件的中空内部滑动联接器 直到较宽部分位于第一部件的入口通道开口的较窄间隙部分内和内部。

    CONNECTOR
    66.
    发明申请
    CONNECTOR 审中-公开
    连接器

    公开(公告)号:WO2007070924A1

    公开(公告)日:2007-06-28

    申请号:PCT/AU2006/001885

    申请日:2006-12-12

    Inventor: SKINNER, Richard

    CPC classification number: E04B1/2612

    Abstract: A connector (2,100,200) connects one member (B) to at least one other member (J) in a construction application. The connector comprises an element (4,101) adapted for selective location at a position along a surface of the member (B). The connector further comprises at least one fixture (6,8,105,205) connected to the element and adapted for securing to a respective other member (J 1 ,J 2 ) in use. The at least one fixture (6,8,105,205) can be configured such that, when the one member (B) is oriented horizontally in use, there is no restriction to the other member (J 1 ,J 2 ) being downwardly and upwardly displaced in a generally vertical direction with respect to the fixture, whilst a portion of the other member (J 1 ,J 2 ) can still be located adjacent to the fixture for connection thereto. The at least one fixture (6,8) can also be configured such that, when the one member (B) is oriented horizontally in use, and the element (4) is positioned on the one member (B), an in-use upper surface (16,17) of the fixture aligns with an in-use upper surface (18) of the element.

    Abstract translation: 在构造应用中,连接器(2,100,200)将一个构件(B)连接到至少一个其它构件(J)。 连接器包括适于在沿着构件(B)的表面的位置处的选择性位置的元件(4,101)。 所述连接器还包括至少一个连接到所述元件的夹具(6,8,105,205),并且适于在使用中固定到相应的另一个构件(J 1,J 2)。 所述至少一个固定装置(6,8,105,205)可以被构造成使得当一个构件(B)在使用中被水平取向时,对另一个构件没有限制(J 1, SUB> 2 )相对于固定装置在大致垂直的方向上向下并向上移位,而另一个构件(J 1,J 2)的一部分 >)仍然可以位于与固定装置相邻以与其连接。 至少一个夹具(6,8)也可以被构造成使得当一个构件(B)在使用中被水平取向并且元件(4)位于一个构件(B)上时,使用中 固定装置的上表面(16,17)与元件的使用中的上表面(18)对准。

    METAL ROOF TRUSS CONNECTOR ASSEMBLY
    67.
    发明申请
    METAL ROOF TRUSS CONNECTOR ASSEMBLY 审中-公开
    金属屋顶连接器总成

    公开(公告)号:WO2007028214A1

    公开(公告)日:2007-03-15

    申请号:PCT/AU2006/001329

    申请日:2006-09-08

    CPC classification number: E04C3/11 E04C3/09 E04C2003/0473

    Abstract: The present invention relates to a metal roof bracket and hip plate assembly used to connect up to three truss or support members with a metal roof truss. This novel means of connection, which may well utilise the co-pending application's novel connection method, provides a more efficient means of assembly than the traditional assembly techniques. The bracket allows the support member to be held by the hip plate whilst aligning the bracket into a position where it may be mounted thereto. It also allows for the support member to be rotated into a desired position before fixing.

    Abstract translation: 金属屋顶支架和髋板组件技术领域本发明涉及一种金属屋顶支架和髋板组件,其用于连接三个桁架或支撑构件与金属屋顶桁架。 这种新颖的连接方式可以很好地利用共同未决的应用的新颖的连接方法,比传统的组装技术提供了更有效的组装方式。 支架允许支撑构件由髋板固定,同时将支架对准其可以安装在其上的位置。 它还允许支撑构件在固定之前旋转到期望的位置。

    DRYWALL SUPPORT CLIP
    68.
    发明申请
    DRYWALL SUPPORT CLIP 审中-公开
    DRYWALL支持剪辑

    公开(公告)号:WO2005072130A3

    公开(公告)日:2006-10-19

    申请号:PCT/US2005001176

    申请日:2005-01-14

    Inventor: FREZZA JOSEPH A

    CPC classification number: E04B2/7457

    Abstract: A drywall support clip 100, the drywall support clip 100 having a first leg 102 and an opposed second leg 104 connected by a bite portion 106. The first leg 102 comprises a first leg first portion 108 and a shelf portion 110, with the first leg first portion 108 located between the shelf portion 110 and the bite portion 106. The shelf portion 110 extends from the first leg first portion 108 at an angle of approximately 90 degrees. The second leg 104 may comprise a second leg first portion 112 and a tongue portion 114. The second leg first portion 112 located between the tongue portion 114 and the bite portion 106. The tongue portion 114 extending from the second leg first portion 112 at an acute angle from a projection of the second leg first portion 112. The shelf portion 110 is adapted to support drywall 32. Methods of supporting drywall 32 during steel stud frame construction, as well as kits for steel stud frame construction, are also disclosed.

    Abstract translation: 干墙支撑夹100,干墙支撑夹100具有第一腿部102和由咬合部分106连接的相对的第二腿部104.第一腿部102包括第一腿第一部分108和搁架部分110,第一腿部 第一部分108位于搁架部分110和咬合部分106之间。搁架部分110以大约90度的角度从第一腿部第一部分108延伸。 第二腿部104可以包括第二腿部第一部分112和舌部114.位于舌部114和咬合部分106之间的第二腿部第一部分112.舌部114从第二腿部第一部分112延伸到 另外还公开了从第二腿部第一部分112的突出部分起的锐角。搁板部分110适于支撑干式墙32.还公开了在钢螺柱框架结构期间支撑干式墙32的方法以及用于钢螺柱框架结构的套件。

    部材相互の接合金具および上下階縦枠材接合構造並びに接合方法
    69.
    发明申请
    部材相互の接合金具および上下階縦枠材接合構造並びに接合方法 审中-公开
    用于会员的接合金属工具,以及用于在上下层连接垂直框架构件的结构和方法

    公开(公告)号:WO2006057099A1

    公开(公告)日:2006-06-01

    申请号:PCT/JP2005/016671

    申请日:2005-09-05

    CPC classification number: E04B1/2403 E04B2001/2448 E04B2001/2484

    Abstract: 本発明は、部品数が少なく、かつ圧縮力および引張力の両方の応力の伝達可能な簡単な構造の部材相互の接合金具およびその接合金具を使用した接合構造並びに接合方法を提供するものであって、上階側の縦枠材11と下階側の縦枠材11とを連結して圧縮力および引張力を伝達する部材相互の接合金具1であって、前記部材相互の接合金具1は、上階の縦枠材11と下階の縦枠材11とに渡って縦向きに配置できる長さを有する金属製連結部材本体とその両端部にそれぞれ、これらの縦枠材に直接接合する接合部3を両側部にそれぞれ備えている部材相互の接合金具であり、その接合金具1の上下の各階に配置される接合部3が、各階の縦枠材11の縦側面に当接されて、接合部3と縦枠材11とに渡って横向きに打ち込まれるドリルねじ24により固定されている。また、部材相互の接合金具1を使用した接合方法である。

    Abstract translation: 一种用于简单地形成有较少数量的部件并能够传递压缩和拉伸力两者的连接金属工具,以及通过使用接合金属工具(1)连接垂直框架构件的结构和方法。 用于构件的接合金属工具(1)将上层侧的垂直框架构件(11)连接到下层一侧的垂直框架构件(11),以传递压缩力和张力。 接合金属工具(1)包括金属连接构件主体,该金属连接构件主体具有允许垂直设置在上层的竖立框架构件(11)上的长度和下层的连接部件(11)上的垂直框架构件(11) 3)在两个端部直接连接到垂直框架构件。 设置在上层和下层的接合金属工具(1)的接合部分(3)与竖立框架构件(11)的垂直侧表面接触,并且用钻头螺钉(24)横向固定 驱动在接合部件(3)和垂直框架部件(11)上。

    SCREW AND FASTENING SYSTEM FOR PROFILED SHEETING
    70.
    发明申请
    SCREW AND FASTENING SYSTEM FOR PROFILED SHEETING 审中-公开
    螺纹和紧固件系统

    公开(公告)号:WO2006043169A1

    公开(公告)日:2006-04-27

    申请号:PCT/IB2005/003163

    申请日:2005-10-24

    Abstract: Self-drilling screw fastener (2) attaches a thin profiled or corrugated sheeting panel to a thin metallic purlin or support and includes drilling tip (18) adapted to drill a hole of a first diameter. Threaded portion (30) screws into the support and includes thread (14) with a major diameter defined by crest (14) ans a minor diameter defined by the root (22). Drilling tip (18) is sized such that the first diameter is 60% to 85% of the minor diameter and cutting faces (44) have an included anlg of 130° to 150°. Tapered portion (28) with tapered thread (15) joins drilling tip (18) to the threaded portion (30). Threaded portion (34) engages the crest of the corrugated sheet. Reamer (32) has an outside diameter less than the major diameter defined by crest (14) and is located between threaded portions (30, 34). Fastener (2) will also self-drill and fasten into timber components.

    Abstract translation: 自钻螺丝紧固件(2)将薄型或波纹状薄片板连接到薄金属pur条或支撑件,并且包括适于钻出第一直径的孔的钻头(18)。 螺纹部分(30)螺钉到支撑件中,并且包括由顶部(14)限定的大直径和由根部(22)限定的小直径的螺纹(14)。 钻头(18)的尺寸使得第一直径为小直径的60%至85%,并且切削面(44)具有130°至150°的包含的内径。 具有锥形螺纹(15)的锥形部分(28)将钻头(18)连接到螺纹部分(30)。 螺纹部分(34)接合波纹片的顶部。 铰刀(32)具有小于由顶部(14)限定的长度的外径,并且位于螺纹部分(30,34)之间。 紧固件(2)还将自行钻孔并固定在木材部件中。

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