公开(公告)号：US20050072103A1

公开(公告)日：2005-04-07

申请号：US10974610

申请日：2004-10-27

申请人： Ian Hopwood

发明人： Ian Hopwood

IPC分类号： E04C5/16 ,  F16B7/04 ,  E04C3/02

CPC分类号： E04C5/165 ,  F16B7/0426 ,  Y10T403/551 ,  Y10T403/5733

摘要： A coupling device for the coupling of reinforcing bars, the coupling device comprising an elongate tubular body configured for receiving reinforcing bars, in particular their end portions, at least one recessed gripping surface being formed on an inner surface of the elongate tubular body, the recessed gripping surface comprising a plurality of teeth being configured to engage the reinforcing bars in response to the engagement of the reinforcing bars by a plurality of engaging bolts being adjustably positioned through the elongate tubular body.

摘要翻译： 一种用于联接加强筋的连接装置，所述联接装置包括细长管状主体，所述细长管状体构造成用于容纳加强筋，特别是其端部，至少一个凹入的夹紧表面形成在细长管状体的内表面上， 夹紧表面包括多个齿，其被配置为响应于多个接合螺栓与钢筋的接合来接合加强杆，多个接合螺栓可调节地定位穿过细长管状体。

公开(公告)号：US20040238558A1

公开(公告)日：2004-12-02

申请号：US10709513

申请日：2004-05-11

申请人： HALFEN GMBH + CO. KOMMANDITGESELLSCHAFT

发明人： Klaus Frohlich

IPC分类号： A44B021/00 ,  A44B011/25 ,  A44B001/04 ,  B65G059/00 ,  B65H003/00 ,  G07F011/16 ,  A41F001/00 ,  B23Q007/04 ,  A44B017/00 ,  B42F001/00

CPC分类号： E04C5/165 ,  F16B7/182

摘要： A device for connecting bar ends has a pipe section into which the rods to be connected are inserted with their ends. Several clamping elements each having an outer thread are provided that can be secured in threaded bores of the pipe section by being screwed in. The clamping elements are arranged in two rows and are positioned, relative to the circumference of the pipe section, on the same side of the pipe section. The clamping elements are staggered relative to one another.

摘要翻译： 用于连接杆端的装置具有管段，待连接的杆以其端部插入其中。 提供了各自具有外螺纹的几个夹紧元件，其可以通过拧入而被固定在管段的螺纹孔中。夹紧元件布置成两排，并且相对于管段的圆周被定位在相同的位置上 管段一侧。 夹紧元件相对于彼此交错。

公开(公告)号：US20040071507A1

公开(公告)日：2004-04-15

申请号：US10467128

申请日：2003-08-02

发明人： Yong-Keun Kim

IPC分类号： B25G003/20

CPC分类号： E04C5/165 ,  Y10T403/32501 ,  Y10T403/50 ,  Y10T403/551 ,  Y10T403/57 ,  Y10T403/5781 ,  Y10T403/5793 ,  Y10T403/7051 ,  Y10T403/7052 ,  Y10T403/7064 ,  Y10T403/7066 ,  Y10T403/7067 ,  Y10T403/7069

摘要： The object of this invention is to provide a reinforcing bar coupling used to easily, simply, quickly and mechanically butt-joint two reinforcing bars to each other for use in reinforced concrete construction. The reinforcing bar coupling consists of a cylindrical sleeve (2) axially receiving two reinforcing bars (1) through two inlets (20), with an uneven interior surface (22) formed in the sleeve (2) to correspond to the ribs (11) formed around the external surface of the bars (1). A plurality of wedges (4) are set in the gap between the bars (1) and the sleeve (2). The internal surface of the sleeve (2) and the external surface of the bars (1) with the wedges (4) are radially compressed to butt-joint the two bars (1) by the coupling.

摘要翻译： 本发明的目的是提供一种用于将两个钢筋彼此容易地，简单地快速和机械地对接的钢筋接头，用于钢筋混凝土结构。 钢筋联轴器由圆柱形套筒（2）组成，圆柱形套筒（2）通过两个入口（20）轴向地容纳两个钢筋（1），其中形成在套筒（2）中的对应于肋（11）的不平坦的内表面（22） 形成在杆（1）的外表面周围。 多个楔（4）设置在杆（1）和套筒（2）之间的间隙中。 套筒（2）的内表面和带有楔子（4）的杆（1）的外表面被径向压缩，以通过联接器对接两个杆（1）。

公开(公告)号：US20030198513A1

公开(公告)日：2003-10-23

申请号：US10443412

申请日：2003-05-22

申请人： Barsplice Products, Inc.

发明人： Tien-Fa Wang

IPC分类号： F16B001/00

CPC分类号： E04C5/165 ,  B21K1/56 ,  B21K1/70 ,  B21K21/08 ,  Y10T29/49913 ,  Y10T29/49927 ,  Y10T29/49929 ,  Y10T403/7041

摘要： A section of heat treated solid steel rod receives a phosphate solution treatment and is inserted into a blind cavity of a first die member within a cold forging press. A punch is forced axially into the rod section in successive steps to cold-forge a first bore and a tubular first end portion of a coupler body. A second end portion of the coupler body is also cold-forged in successive steps after treatments and is either reduced in diameter to receive external threads or is formed with a second bore. Each of the first and second bores receives an end portion of a concrete reinforcing bar after which the tubular end portion of body is compressed or swaged inwardly to secure the body to the reinforcing bar. The second bore may also be machined with internal threads for receiving the external threads on another coupler.

摘要翻译： 一段经热处理的实心钢棒接受磷酸盐溶液处理，并插入冷锻压机内的第一模具构件的盲腔中。 在连续的步骤中将冲头轴向地压入杆部分以冷却锻造联接器主体的第一孔和管状第一端部。 耦合器主体的第二端部也在处理之后的连续步骤中被冷锻，并且直径减小以接收外螺纹，或者形成有第二孔。 第一和第二孔中的每一个接收混凝土钢筋的端部，之后将主体的管状末端部分压缩或挤压，以将主体固定在钢筋上。 第二孔也可以用内螺纹加工，用于接收另一个联接器上的外螺纹。

公开(公告)号：US06571452B1

公开(公告)日：2003-06-03

申请号：US09718209

申请日：2000-11-21

申请人： Tien Fa Wang

发明人： Tien Fa Wang

IPC分类号： B23P1304

CPC分类号： B21K21/08 ,  B21K1/56 ,  B21K1/70 ,  E04C5/165 ,  Y10T29/49995

摘要： A section of heat treated solid steel rod receives a phosphate solution treatment and is inserted into a blind cavity of a first die member within a cold forging press. A punch is forced axially into the rod section in successive steps to cold-forge a first bore and a tubular first end portion of a coupler body. A second end portion of the coupler body is also cold-forged in successive steps after treatments and is either reduced in diameter to receive external threads or is formed with a second bore. Each of the first and second bores receives an end portion of a concrete reinforcing bar after which the tubular end portion of body is compressed or swaged inwardly to secure the body to the reinforcing bar. The second bore may also be machined with internal threads for receiving the external threads on another coupler.

公开(公告)号：US20020157333A1

公开(公告)日：2002-10-31

申请号：US09959561

申请日：2001-10-30

发明人： Tsutomu Kadotani ,  Yasuo Inokuma ,  Norio Terada ,  Hideaki Sakai ,  Toshikazu Minami ,  Jun Yamazaki ,  Yoshitaka Nishida

IPC分类号： E01D011/00

CPC分类号： E04C5/08 ,  E04C5/122 ,  E04C5/165 ,  Y10T403/472

摘要： A joint made between prestressing strands with a prestressing strand coupler is covered with a transparent coupler sheath having a retarded-hardening resin filling material injection opening and discharge opening provided in a tube wall thereof, and a resin filling material is injected into the transparent coupler sheath from the injection opening to fill the coupler sheath with the filling material. Thereafter, the whole outer peripheral portion of the prestressing strand joint, including the coupler sheath, is embedded with placed concrete. Tension is applied to the prestressing strands after the concrete has hardened and before the resin filling material hardens, thereby completing an excellent prestressing strand joint structure. According to the present invention, the filling condition of the resin filling material in the coupler sheath around the prestressing strand joint can readily be confirmed by visual observation. Therefore, the operation of filling the filling material can be carried out completely. Further, the wedges present in the prestressing strand coupler are allowed to properly bite into the prestressing strands in response to the prestressing strand tensioning operation performed before the filling material hardens. Thus, a superior joint structure is provided.

摘要翻译： 用预应力线耦合器制成的预应力绞线之间的接头用透明的耦合器护套覆盖，所述透明耦合器护套在其壁壁中具有延迟硬化树脂填充材料注入开口和排出口，并将树脂填充材料注入透明耦合器套管 从注射开口填充耦合器鞘与填充材料。 此后，包括耦合器护套的预应力绞线接头的整个外周部分嵌入放置的混凝土。 在混凝土硬化后，在树脂填充材料变硬之前，对预应力钢筋施加张力，从而完成优良的预应力钢绞线结构。 根据本发明，通过目视观察可以容易地确认树脂填充材料在预应力股线接头周围的耦合器护套中的填充状态。 因此，能够完全填充填充材料的动作。 此外，响应于在填充材料硬化之前进行的预应力股张紧操作，存在于预应力股联接器中的楔被允许适当地咬入预应力股。 因此，提供了优异的接头结构。

公开(公告)号：US20020110413A1

公开(公告)日：2002-08-15

申请号：US10055551

申请日：2002-01-23

发明人： John J. Gregel ,  Louis J. Colarusso

IPC分类号： F16D001/00

CPC分类号： B25B27/10 ,  E04C5/165 ,  E04G21/122 ,  Y10T403/57 ,  Y10T403/5733 ,  Y10T403/5761 ,  Y10T403/5766 ,  Y10T403/5773

摘要： A high strength reinforcing bar splice uses a contractible jaw assembly bridging the bar ends to be joined. The jaw assembly includes interior teeth designed to bite into the projecting ribs or deformations on the outside of the bar ends which form the overall diameter of the bar but not the core or nominal diameter of the bar. The jaw assembly is constricted from both axial ends by driving tapered locking collars on each end of the jaw assembly with a tool while concurrently causing the jaw assembly to constrict and bite into the bar ends. When the tool is removed, the collars remain in place locking the jaw assembly closed. The splice provides not only high tensile and compressive strengths but also has good fatigue and dynamic strength to qualify as a Type 2 coupler.

摘要翻译： 高强度钢筋接头使用桥接待连接的杆端的可收缩的钳口组件。 夹爪组件包括设计成咬入突出肋的内齿，或者在杆端的外侧形成变形，其形成杆的总直径，而不是杆的芯或公称直径。 通过用工具驱动钳口组件的每个端部上的锥形锁定环，同时使钳口组件收缩并咬入到杆端部中，钳口组件从两个轴向端部收缩。 当工具被移除时，套环保持就位锁定钳口组件关闭。 接头不仅具有高的拉伸强度和抗压强度，而且具有良好的疲劳和动态强度，可以作为2型耦合器。

公开(公告)号：US20020104286A1

公开(公告)日：2002-08-08

申请号：US10068412

申请日：2002-02-06

发明人： John J. Gregel ,  Louis J. Colarusso

IPC分类号： E04B001/00 ,  E04G021/00 ,  E04G023/00

CPC分类号： E04C5/165 ,  F16B2200/10 ,  Y10T403/7041 ,  Y10T403/7047

摘要： A bar connection or splice and method uses a cage of relatively short bars which may be smaller reinforcing bars or threaded bars or rods. The bars of the cage may be joined by rings or wires and clamped to bridge or lap aligned bar ends. In one form, the concrete may be cast directly around to cage and bar ends to form the equivalent of a butt joined lap splice. In an enhanced form, the cage is included in a sleeve and set screws clamp the bars, cage and sleeve together. The sleeve may be filled with a hardenable matrix such as resin or grout, and then concrete is cast around the connection. The number of sets screws and bars of the cage may vary widely to form vertical and horizontal splices of axially aligned bar of the same or transitional sizes.

摘要翻译： 杆连接或接头和方法使用相对短的杆的笼，其可以是较小的钢筋或螺纹杆或杆。 保持架的杆可以通过环或电线连接并夹紧到桥接或搭接对准的杆端。 在一种形式中，混凝土可以直接铸造到笼和杆端部，以形成对接的搭接接头。 在增强的形式中，保持架被包括在套筒中并且将螺钉将杆，保持架和套筒夹紧在一起。 套筒可以用可硬化的基质例如树脂或浆料填充，然后将混凝土浇铸在连接件周围。 保持架的组件螺钉和杆的数量可以广泛变化以形成具有相同或过渡尺寸的轴向对准的杆的垂直和水平接头。

公开(公告)号：US06195955B1

公开(公告)日：2001-03-06

申请号：US09272033

申请日：1999-03-18

申请人： Nick Kostopoulos

发明人： Nick Kostopoulos

IPC分类号： E04B100

CPC分类号： E04B2/26 ,  E04C5/165

摘要： A method of constructing a concrete block wall of concrete blocks each having one or more vertical openings includes the steps of the layering the blocks one upon the other in positions that generally align the vertical openings to initiate formation of the wall and placing a first reinforcing bar through the aligned openings, the first bar having a diameter, the lower end of the bar being anchored at a lower portion of the wall. A connector is placed on the upper end of the first bar, the connector having upper and lower end portions, a central longitudinal open ended bore and at least one reduced diameter section that extends inwardly from the interior surface of the connector wall. Additional layers of concrete blocks can then be added to the wall in positions that generally align the block openings of the added blocks with the first bar. After these additional layers of blocks have been added, a second reinforcing bar is placed through the aligned block openings of the additional layers of blocks until the second reinforcing bar is inserted into the connector. The connector tightly grips each respective bar to form a frictional engagement of the connector and the bars. The method prevents the extra work of having to lift each block above two bars in the making of the additional block layers.

摘要翻译： 一种构造具有一个或多个垂直开口的混凝土块的混凝土块体的方法包括以下步骤：在大致对齐垂直开口以启动壁的形成并将第一钢筋 通过对准的开口，第一杆具有直径，杆的下端锚固在壁的下部。 连接器被放置在第一杆的上端，连接器具有上端部和下端部，中心纵向开口孔和从连接器壁的内表面向内延伸的至少一个直径减小的部分。 然后可以在通常将添加的块的块开口与第一杆对准的位置中将额外的混凝土块层添加到壁中。 在添加了这些附加的块层之后，将第二钢筋放置通过附加的块块的对准的块开口直到第二钢筋插入到连接器中。 连接器紧紧地夹住每个相应的杆以形成连接器和杆的摩擦接合。 该方法防止在附加块层的制造中必须将两个块上方的每个块提升的额外工作。

公开(公告)号：US5776001A

公开(公告)日：1998-07-07

申请号：US687451

申请日：1996-10-03

申请人： Nigel Carter

发明人： Nigel Carter

IPC分类号： B21H3/02 ,  B21J5/08 ,  E04C5/16

CPC分类号： E04C5/165 ,  B21H3/02 ,  B21J5/08 ,  Y10T29/49863

摘要： The invention relates to thread formation and particularly to the formation of threads on deformed steel reinforcing rods. The method of forming a thread on the steel reinforcing rod comprises the steps of cold upsetting an end region (1) of a deformed steel reinforcing rod having a nominal diameter, the upsetting being arranged to increase the diameter of the end region to a new, upset, diameter greater than the nominal diameter, rolling a thread onto the end region (1) so as to produce a threaded region having a thread major diameter which is greater than the nominal diameter and a thread minor diameter which is less than the nominal diameter. The formation of such a thread enables the production of mechanical connections between pairs of rods, the connections having a strength greater than that of the rods being connected to one another.

摘要翻译： PCT No.PCT / GB95 / 00309 Sec。 371日期：1996年10月3日 102（e）日期1996年10月3日PCT提交1992年2月15日PCT公布。 公开号WO95 / 22422 日期1995年8月24日本发明涉及螺纹形成，特别涉及在变形钢筋上形成螺纹。 在钢筋上形成螺纹的方法包括以下步骤：冷镦具有公称直径的变形钢筋的端部区域（1），镦锻被设置成将端部区域的直径增加到新的， 镦粗，直径大于公称直径，将线滚动到端部区域（1）上，以便产生具有大于公称直径的螺纹长径的螺纹区域和小于公称直径的螺纹小直径 。 形成这种螺纹使得能够生产成对的杆之间的机械连接，该连接件的强度大于彼此连接的杆的强度。