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    • 2. 发明申请
    • 철근 커플러
    • 强化耦合器
    • WO2012060593A2
    • 2012-05-10
    • PCT/KR2011/008203
    • 2011-10-31
    • 주식회사 알오씨김병섭홍만기
    • 김병섭홍만기
    • E04C5/16E04G21/12
    • E04C5/162E04C5/165E04C5/166F16B21/205Y10T403/602
    • 본 발명은 철근 커플러에 관한 것으로, 보다 상세하게는 커플러캡의 내측면에 경사테이퍼면을 갖는 암나사산과, 상기 암나사산에 삽입 체결되되 그 내부로 철근이 삽입되는 경우 상기 암나사산의 골에 밀착되며 직경이 커짐으로써 철근이 슬립되도록 하고 철근이 삽입된 상태에서는 삽입 반대방향으로 외력이 작용하는 경우 상기 경사테이퍼면을 따라 이동되며 직경이 작아짐으로써 철근을 구속할 수 있는 조임스프링을 구비하여 비교적 심플한 구성으로도 조임스프링의 비틀림에 의한 직경의 변화를 이용하여 원터치식으로 철근을 용이하게 연결 고정할 수 있는 철근 커플러에 관한 것이다.
    • 本发明涉及一种加强连接器,更具体地说,涉及一种加强连接器,该加强连接器具有在连接器帽的内表面上具有倾斜的锥形表面的内螺纹, 它是在与阴螺纹的骨紧密接触待增强由一个直径较大的滑移,并且当在所述插入方向相反的外力的状态下的作用可通过较小直径的增强件结合的加强插入件沿着倾斜的锥形表面移动 由压力弹簧提供的是比较简单的结构还涉及一种增强的耦合器可以是固定的方便的连接增强使用所造成的紧固弹簧的扭转的直径的变化的单触式。
    • 3. 发明申请
    • REINFORCEMENT ASSEMBLY FOR MATRIX MATERIALS
    • 基体材料加固装置
    • WO2004113821A1
    • 2004-12-29
    • PCT/EP2004/006540
    • 2004-06-17
    • COMPOSHIELD A/SFOLDAGER, JacobLAWRENCE, Else
    • FOLDAGER, JacobLAWRENCE, Else
    • F41H5/04
    • E04C5/162E04C5/04E04C5/064E04C5/07F41H5/0492
    • An assembly of interlaced rods, suitable for use as embedded reinforcement in matrix materials, comprising first, second and third layers of rods, the rods of each layer being orientated generally parallel to one another, the second layer being located between the first and third layers, the rods of the first and third layers being longitudinally orientated in the same direction, with those of the second layer being longitudinally orientated generally at right angles thereto, the rods of the first and third layers being paired such that each nth rod of the first layer, herein designated rod n 1, is paired with the nth rod of the third layer, herein designated rod n 3, paired rods of the first and third layers being drawn together under tension by a flexible filament wound between them in a series of runs each comprising a forward and reverse sinusoidal winding which interlaces rods of the first and third layers, whereby each pair of rods n 1 and n 3 in the first and third layers is enclosed by and drawn together by a loop of filament formed by the forward and reverse winding patterns.
    • 一种适于在基体材料中用作嵌入增强材料的隔行杆的组件,包括第一,第二和第三层杆,每层的杆大致彼此平行地取向,第二层位于第一和第三层之间 第一和第三层的杆沿相同的方向纵向定向,第二层的杆通常与其成直角地纵向定向,第一和第三层的杆成对,使得第一和第三层的第n个杆的第n个杆 层,这里指定的杆n1与第三层的第n个杆配对,这里指定为杆n3,第一和第三层的成对杆通过缠绕在它们之间的柔性细丝在张力下拉伸在一起,其中包括 正交和反向正弦绕组,其缠绕第一和第三层的杆,由此第一和第三层中的每对杆n1和n3包围 通过由正向和反向卷绕图案形成的细丝的环路一起拉伸并拉伸。
    • 4. 发明申请
    • FLANGE CONNECTOR
    • 法兰连接器
    • WO2003064779A1
    • 2003-08-07
    • PCT/US2003/001305
    • 2003-01-15
    • DAYTON SUPERIOR CORPORATION
    • LANCELOT, Harry, B., IIIFRANCIES, Sidney, E., III
    • E04B1/41
    • E04C5/162E01D19/00E01D2101/26E04B1/41E04B5/023E04B2001/4192
    • A flange connector for use in joining adjacent concrete structural members( 12), includes a central faceplate (24) having a weldable surface (26) and a pair of arms (28) that extend divergently from the central faceplate (24) that are embedded or cast into the concrete structural member (12). Flanges (38, 46) may be formed on the faceplate (24) and the pair of legs (28) to define C-shaped channels (40, 48) that taper toward the distal ends of the legs (28). A threaded aperture (30) extends through the faceplate (24) for securing the flange connector (10) to a conventional form (33) used to cast the concrete structural member (12). Each of the legs (28) includes an elongated slot (50) to receive and engage the reinforcing mesh (20) embedded in the concrete structural member (12).
    • 用于连接相邻混凝土结构构件(12)的法兰连接器包括具有可焊接表面(26)的中心面板(24)和从嵌入的中心面板(24)分开延伸的一对臂(28) 或浇注到混凝土结构构件(12)中。 法兰(38,46)可以形成在面板(24)和一对腿部(28)上,以限定朝向腿部(28)的远端逐渐变细的C形通道(40,48)。 螺纹孔(30)延伸穿过面板(24),用于将凸缘连接器(10)固定成用于铸造混凝土结构构件(12)的常规形式(33)。 每个腿部(28)包括细长的狭槽(50),以容纳和接合嵌入在混凝土结构构件(12)中的加强网(20)。
    • 7. 发明申请
    • DECK SYSTEM AND COMPONENTS THEREOF, AND METHODS OF ASSEMBLING AND DISASSEMBLING DECK SYSTEMS AND COMPONENTS
    • 其系统及组件,以及装配和拆卸系统和组件的方法
    • WO2015026518A1
    • 2015-02-26
    • PCT/US2014/049692
    • 2014-08-05
    • WINTER, Roger
    • WINTER, Roger
    • E04B1/00E04B1/18E04B1/343E04B5/10E04C3/04
    • E04C3/02E04B1/003E04B5/023E04B5/10E04C5/162E04C2003/0417E04C2003/0465E04F15/02E04F15/02044E04F15/02183E04F15/04E04F2015/02094
    • Deck systems, deck system components making up the deck systems, and methods of assembling and disassembling deck system components and the deck systems are described herein. A box-frame can be assembled from box-frame segments, angle clips, and fasteners. A box-frame can be supported by posts attached to the box-frame using post brackets and fasteners. Joist assemblies can be assembled using joist segments, joist spacers, and fasteners. Joist assemblies can be positioned within the box-frame. The joist assemblies can be secured to box-frame segments or another joist assembly using roll-lock tabs and roll-lock tab receivers and locking tabs and locking tab retainers that part of extrusions making up the box-frame segments, joist spacers, or joist segments. Deck boards can be secured to the joist assemblies using deck screws or deck clips. The post brackets can accommodate support posts below deck boards and railing posts extending above deck boards.
    • 这里描述了甲板系统,构成甲板系统的甲板系统部件以及组装和拆卸甲板系统部件和甲板系统的方法。 盒框可以从盒框段,角夹和紧固件组装。 可以使用柱式支架和紧固件将附加在框架上的柱子支撑在框框架上。 可以使用托梁段,托梁间隔件和紧固件组装起重机组件。 支架组件可以放置在框架内。 托梁组件可以使用滚动锁定突片和滚动锁定接头以及锁定突片和锁定突片保持器固定到箱形框架段或另一个托梁组件,部分拉伸构件构成框架段,托梁间隔件或托梁 段。 甲板可以使用甲板螺钉或甲板夹固定在托梁组件上。 支柱可以容纳甲板下面的支撑柱和在甲板上延伸的栏杆柱。