[go: up one dir, main page]

CN1723324A - Reinforcing bar coupler - Google Patents

Reinforcing bar coupler Download PDF

Info

Publication number
CN1723324A
CN1723324A CNA2004800020207A CN200480002020A CN1723324A CN 1723324 A CN1723324 A CN 1723324A CN A2004800020207 A CNA2004800020207 A CN A2004800020207A CN 200480002020 A CN200480002020 A CN 200480002020A CN 1723324 A CN1723324 A CN 1723324A
Authority
CN
China
Prior art keywords
sleeve
wedge
connector according
bars
cover
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CNA2004800020207A
Other languages
Chinese (zh)
Other versions
CN100363576C (en
Inventor
金龙根
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of CN1723324A publication Critical patent/CN1723324A/en
Application granted granted Critical
Publication of CN100363576C publication Critical patent/CN100363576C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/163Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/163Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E04C5/165Coaxial connection by means of sleeves

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The object of this invention is to provide a reinforcing bar coupler coupling reinforcing bars in a mechanical coupling method, thus ensuring prompt and easy coupling operation and allowing the reinforcing bars to be firmly coupled to each other. The reinforcing bar coupler includes a cylindrical sleeve. The sleeve is opened at a surface thereof, and has a first seating groove on an inner surface thereof so that ends of reinforcing bars are seated therein, and a pair of first locking parts each having a first slant surface. A cover unit has a second seating groove on a surface thereof to cover the reinforcing bars seated in the first seating groove of the sleeve. A wedge has a pair of second locking parts each having a second slant surface, and is fitted into the sleeve to wedge the cover unit and the reinforcing bars in the sleeve.

Description

钢筋连接件Rebar connector

技术领域technical field

本发明总的来说涉及钢筋连接件,并且尤其涉及一种被设计用于将钢筋通过机械的连接方法连接起来的钢筋连接件,从而,当钢筋在钢筋混凝土结构中彼此连接时,能够保证获得快速和容易的连接操作,并且使得钢筋能够彼此牢固地连接。The present invention relates generally to rebar connectors, and in particular to a rebar connector designed to connect rebars by a mechanical joining method, thereby ensuring that when rebars are connected to each other in reinforced concrete structures, Quick and easy connection operation, and enables the reinforcement to be firmly connected to each other.

背景技术Background technique

目前所采用的连接钢筋的方法有多种,例如搭接方法、气压焊接方法、螺纹连接方法等。其中,按照这样的方式所进行的搭接方法被普遍采用,即将钢筋的端部沿其一定的长度搭接起来,并且相搭接的端部用钢丝捆扎在一起。然而,搭接方法有一个缺点,在于被搭接的钢筋抗拉载荷的作用是弱的。至于气压焊接方法,操作如下,即,钢筋的端部彼此对头连接,并且钢筋的端部通过氧乙炔焊接过程彼此焊接在一起。然而,气焊方法存在的问题是,进行气压焊接过程工序复杂,费时较长,而且,钢筋的焊接部分耐热性差,需要进一步的后续检查。螺纹连接方法操作如下:在每一钢筋的端部上形成有外螺纹;通过内表面上具有内螺纹的连接件将钢筋的端部彼此连接。可是,螺纹连接方法具有的问题是,钢筋的端部必须攻丝,并且长的钢筋必须在彼此直线对准时以螺旋式紧固方法进行连接,如此,螺纹连接方法难以操作。螺纹连接方法具有的另一个问题是,每一钢筋上具有螺纹的部分与钢筋的其余部分相比,直径要小,如此,螺纹段在抗拉伸载荷的作用上是弱的。There are many methods for connecting steel bars currently used, such as lap joint method, air pressure welding method, screw connection method and the like. Wherein, the overlapping method carried out in this way is generally adopted, that is, the ends of the steel bars are overlapped along their certain lengths, and the overlapping ends are bundled together with steel wires. However, the lapping method has a disadvantage in that the effect of the tensile load on the lapped bars is weak. As for the air pressure welding method, the operation is such that the ends of the steel bars are butt-connected to each other, and the ends of the steel bars are welded to each other by an oxyacetylene welding process. However, the problem with the gas welding method is that the gas pressure welding process is complicated and time-consuming, and the welded part of the steel bar has poor heat resistance, requiring further follow-up inspections. The threaded connection method operates as follows: an external thread is formed on the end of each bar; and the ends of the bar are connected to each other by a connector having an internal thread on the inner surface. However, the screw connection method has a problem in that the ends of the bars must be tapped and long bars must be connected in a screw fastening method while being aligned with each other, so the screw connection method is difficult to handle. Another problem with the threaded connection method is that the threaded portion of each bar has a smaller diameter than the rest of the bar, so that the threaded sections are weak against tensile loads.

发明内容Contents of the invention

因此,考虑到现有技术中存在的上述问题,作出了本发明。本发明的目的是提供一种机械的钢筋连接件,包括套筒、盖形件和楔子,如此,通过采用简单的锤击工具或液压工具仅仅使楔子固定到套筒中就能够使钢筋彼此连接,从而保证获得快速和容易的连接操作,并且使得钢筋能够彼此牢固地连接。此外,套筒在其一面上轴向敞开,形成开口,这样,工人在进行连接操作时能够用肉眼观察到套筒的内部,从而使连接操作更快更简便地完成。而且,可以采用压力机用钢板制造钢筋连接件的元件,从而可以进行钢筋连接件的批量生产,并且因此显著地减少了钢筋连接件的成本。Therefore, the present invention has been made in consideration of the above-mentioned problems existing in the prior art. The object of the present invention is to provide a mechanical rebar connector comprising a sleeve, a cap and a wedge, so that the rebars can be connected to each other by merely fixing the wedge into the sleeve using simple hammering tools or hydraulic tools , thus ensuring quick and easy connection operations and enabling the reinforcement to be firmly connected to each other. In addition, the sleeve is axially open on one side thereof to form an opening so that a worker can visually observe the inside of the sleeve during the connecting operation, thereby making the connecting operation quicker and easier to complete. Furthermore, the elements of the reinforcing bar connector can be manufactured from the steel plate of the press, so that the mass production of the reinforcing bar connecting part can be carried out, and thus the cost of the reinforcing bar connecting part can be significantly reduced.

本发明的另一个目的是提供一种机械的钢筋连接件,该连接件使得钢筋以搭接的方式彼此连接,从而提供一种快速和简便的连接操作,这样的连接操作与采用捆扎钢丝的搭接方法相比,具有较高的对拉伸或压缩负载的抵抗作用,而且钢筋的搭接区域的长度是较短的,从而增加了相邻的被连接钢筋之间的距离,因此使得混凝土的浇注操作容易完成。Another object of the present invention is to provide a mechanical rebar connector which allows the rebars to be connected to each other in an overlapping manner, thereby providing a quick and easy connection operation which is comparable to lapping using tying wires. Compared with the joint method, it has higher resistance to tensile or compressive loads, and the length of the overlapping area of the reinforcement is shorter, thereby increasing the distance between adjacent connected reinforcements, thus making the concrete The pouring operation is easy to complete.

本发明的又一个目的是提供一种钢筋连接件,使得钢筋连接件的元件不必采用例如攻丝这样的补充工序来制造,因此能够减少钢筋连接件的制造成本。Yet another object of the present invention is to provide a steel bar connector such that the elements of the steel bar connector do not have to be manufactured using supplementary processes such as tapping, thereby enabling a reduction in the manufacturing cost of the steel bar connector.

此外,本发明的又一个目的是提供一种钢筋连接件,能够连接尽管采用相同的标准但随制造企业的不同而在钢筋的大小上可能具有略微差别的钢筋,只要钢筋具有同样形状的纬向肋就行,而不管钢筋的纬向肋是圆形的还是半圆形的。In addition, another object of the present invention is to provide a rebar connector capable of connecting rebars that may have slight differences in the size of rebars depending on the manufacturer, although the same standard is used, as long as the rebars have the same shape in the weft direction. Ribs will do, regardless of whether the weft ribs of the reinforcement are circular or semicircular.

为了实现上述目的,本发明提供一种钢筋连接件,该连接件包括一个柱形套筒,该柱形套筒在其一个面上是敞开的,并且具有轴向配置在套筒里的第一固定槽,用于安置钢筋的端部,以及具有两个各自具有第一斜面的第一锁定部;并且包括一个盖形件,该盖形件具有轴向设置在盖形件中的第二固定槽,用于盖住安置于套筒的第一固定槽里的钢筋;并且包括一个楔子,该楔子包含两个各自具有第二斜面的第二锁定部。这样,楔子被轴向插入套筒里,置于套筒的第一锁定部与盖形件之间,如此,楔子把盖形件与套筒内的钢筋楔住,从而使钢筋彼此牢固地连接。In order to achieve the above object, the present invention provides a steel bar connector, which comprises a cylindrical sleeve, which is open on one face thereof, and has a first axially disposed in the sleeve. The fixing groove is used to accommodate the end of the steel bar, and has two first locking portions each having a first slope; and includes a cover with a second fixing axially disposed in the cover. The groove is used to cover the steel bar disposed in the first fixing groove of the sleeve; and a wedge including two second locking portions each having a second slope. In this way, the wedge is axially inserted into the sleeve, placed between the first locking portion of the sleeve and the cover, so that the wedge wedges the cover and the steel bars in the sleeve, so that the steel bars are firmly connected to each other .

附图简述Brief description of the drawings

本发明的上述及其它目的、特点和其它的优点,结合附图从以下的详细描述中,会更清楚地领会到,其中:The above-mentioned and other objects, features and other advantages of the present invention will be more clearly understood from the following detailed description in conjunction with the accompanying drawings, wherein:

图1是根据本发明第一个实施例的钢筋连接件的部件分解透视图;1 is an exploded perspective view of a steel bar connector according to a first embodiment of the present invention;

图2是图1的钢筋连接件的侧视图,其中,两根钢筋通过钢筋连接件彼此连接;Fig. 2 is a side view of the reinforcing bar connector of Fig. 1, wherein two reinforcing bars are connected to each other through the reinforcing bar connector;

图3是沿图2的C-C线所作的截面图;Fig. 3 is a sectional view along the C-C line of Fig. 2;

图4是沿图2的D-D线所作的截面图;Fig. 4 is a sectional view made along the D-D line of Fig. 2;

图5是图1的钢筋连接件的透视图,其中,钢筋通过钢筋连接件彼此连接;Fig. 5 is a perspective view of the rebar connector of Fig. 1, wherein the rebars are connected to each other by the rebar connector;

图6是沿图2的C-C线所作的截面图,显示了根据本发明第一个实施例的改进型式的钢筋连接件,其中,钢筋连接件包括套筒的肋座之间的补充肋座以及盖形件的肋座之间的补充肋座;Figure 6 is a sectional view taken along the line C-C of Figure 2, showing a modified version of the reinforcement connector according to the first embodiment of the present invention, wherein the reinforcement connector includes supplementary rib seats between the rib seats of the sleeve and Supplementary rib seats between the rib seats of the cover;

图7是根据本发明第二个实施例的钢筋连接件的部件分解透视图;7 is an exploded perspective view of a steel bar connector according to a second embodiment of the present invention;

图8是图7的钢筋连接件所包括的楔子的透视图;Figure 8 is a perspective view of a wedge included in the rebar connector of Figure 7;

图9是从楔子的引导端所显示的图7的钢筋连接件的侧视图,其中,两根钢筋通过该钢筋连接件彼此连接;Figure 9 is a side view of the rebar connector of Figure 7 shown from the leading end of the wedge, wherein two rebars are connected to each other by the rebar connector;

图10是沿图9的E-E线所作的截面图;Fig. 10 is a sectional view along the E-E line of Fig. 9;

图11是图7的钢筋连接件的透视图,其中,钢筋通过该钢筋连接件彼此连接;Figure 11 is a perspective view of the rebar connector of Figure 7, wherein the rebars are connected to each other by the rebar connector;

图12是图7的钢筋连接件的透视图,其中,钢筋通过多个钢筋连接件彼此连接;Figure 12 is a perspective view of the rebar connector of Figure 7, wherein the rebar is connected to each other by a plurality of rebar connectors;

图13是根据第二个实施例的改进型式的钢筋连接件的侧视图,其中,与图7的钢筋连接件不同的是,套筒的锁定部和盖形件的锁定部向外伸出;Fig. 13 is a side view of a modified steel bar connector according to the second embodiment, wherein, different from the steel bar connector in Fig. 7, the locking portion of the sleeve and the locking portion of the cap-shaped member protrude outward;

图14是根据本发明第三个实施例的钢筋连接件的部件分解透视图;14 is an exploded perspective view of a steel bar connector according to a third embodiment of the present invention;

图15是图14的钢筋连接件所包括的楔子的透视图;Figure 15 is a perspective view of a wedge included in the rebar connector of Figure 14;

图16是根据第个三实施例的改进型式的钢筋连接件所包括的楔子的透视图,其中,该楔子所具有的形状与图15的楔子不同;Fig. 16 is a perspective view of a wedge included in a modified steel bar connector according to a third embodiment, wherein the wedge has a shape different from that of Fig. 15;

图17是从楔子的锤击端所显示的图14的钢筋连接件的侧视图,其中,两根钢筋通过钢筋连接件彼此连接;Figure 17 is a side view of the rebar connector of Figure 14 shown from the hammered end of the wedge, wherein two rebars are connected to each other by the rebar connector;

图18是沿图17的G-G线所作的截面图;Fig. 18 is a sectional view made along the G-G line of Fig. 17;

图19是沿图17的H-H线所作的截面图;Fig. 19 is a sectional view made along the H-H line of Fig. 17;

图20是根据本发明第四个实施例的钢筋连接件的部件分解透视图;Fig. 20 is an exploded perspective view of a reinforcing bar connector according to a fourth embodiment of the present invention;

图21是图20的钢筋连接件的侧视图,其中,钢筋通过钢筋连接件彼此连接;Fig. 21 is a side view of the rebar connector of Fig. 20, wherein the rebars are connected to each other by the rebar connector;

图22是沿图21的A-A线所作的截面图;Figure 22 is a cross-sectional view along the line A-A of Figure 21;

图23是图20的钢筋连接件的透视图,其中,钢筋通过钢筋连接件彼此连接;Figure 23 is a perspective view of the rebar connector of Figure 20, wherein the rebars are connected to each other by the rebar connector;

图24是沿图21的A-A线所作出的截面图,显示了根据第四个实施例的改进型式的钢筋连接件,其中,钢筋连接件被用于将具有半圆形肋的变形钢筋连接在一起;Fig. 24 is a cross-sectional view taken along line A-A of Fig. 21, showing a modified version of the reinforcing bar connector according to the fourth embodiment, wherein the reinforcing bar connector is used to connect deformed reinforcing bars having semicircular ribs on Together;

图25是根据本发明第五个实施例的钢筋连接件的部件分解透视图;Fig. 25 is an exploded perspective view of a reinforcing bar connector according to a fifth embodiment of the present invention;

图26是图25的钢筋连接件的侧视图,其中,两根钢筋通过钢筋连接件彼此连接;Fig. 26 is a side view of the rebar connector of Fig. 25, wherein two rebars are connected to each other by the rebar connector;

图27是沿图26的B-B线所作的截面图;Figure 27 is a sectional view along the B-B line of Figure 26;

图28是图25的钢筋连接件的透视图,其中,钢筋通过钢筋连接件彼此连接;Figure 28 is a perspective view of the rebar connector of Figure 25, wherein the rebars are connected to each other by the rebar connector;

图29是沿图26的B-B线所作的截面图,显示了根据第五个实施例的第一改进型式的钢筋连接件,其中,钢筋连接件被用于将具有半圆形肋的变形钢筋连接在一起;Fig. 29 is a sectional view taken along line B-B of Fig. 26, showing a first modification of the reinforcing bar connector according to the fifth embodiment, wherein the reinforcing bar connector is used to connect deformed reinforcing bars having semicircular ribs together;

图30是沿图26的B-B线所作的截面图,显示了根据第五个实施例的第二改进型式的钢筋连接件,其中,钢筋连接件被用于将具有半圆形肋的变形钢筋连接在一起;Fig. 30 is a cross-sectional view taken along line B-B of Fig. 26, showing a second modification of the reinforcing bar connector according to the fifth embodiment, wherein the reinforcing bar connector is used to connect deformed reinforcing bars having semicircular ribs together;

图31是根据本发明第六个实施例的钢筋连接件的部件分解透视图;31 is an exploded perspective view of a steel bar connector according to a sixth embodiment of the present invention;

图32是图31的钢筋连接件所包括的楔子的透视图;Figure 32 is a perspective view of a wedge included in the rebar connector of Figure 31;

图33是根据第六个实施例的改进型式的钢筋连接件所包括的楔子的透视图,其中,楔子所具有的形状与图32的楔子不同;Fig. 33 is a perspective view of a wedge included in a modified version of the sixth embodiment, wherein the wedge has a shape different from that of Fig. 32;

图34是从楔子的锤击端所显示的图31的钢筋连接件的侧视图,其中,两根钢筋通过钢筋连接件彼此连接;以及Figure 34 is a side view of the rebar connector of Figure 31 shown from the hammered end of the wedge, wherein two rebars are connected to each other by the rebar connector; and

图35是沿图34的F-F线所作的截面图。Fig. 35 is a sectional view taken along line F-F of Fig. 34 .

实施本发明的最佳方式Best Mode for Carrying Out the Invention

现在结合附图加以介绍,其中,在不同附图中所采用的相同附图标记,表示的是相同的或相似的部件。It will now be introduced in conjunction with the accompanying drawings, wherein the same reference numerals used in different drawings indicate the same or similar components.

图1至6显示了一种根据本发明第一个实施例的钢筋连接件。根据该第一个实施例,第一和第二钢筋1和1a彼此是这样连接的,即,采用在其一个面上敞开的一个套筒2、一个盖形件3和一单个的楔子4,使得第一和第二钢筋1和1a的端部搭接在一起。1 to 6 show a rebar connector according to a first embodiment of the present invention. According to the first embodiment, the first and second bars 1 and 1a are connected to each other by using a sleeve 2 open on one face thereof, a cover 3 and a single wedge 4, The ends of the first and second bars 1 and 1a are overlapped together.

套筒2呈柱形,在其一个面上是轴向敞开的,以形成一个开口23。一对固定槽24轴向并排地配置在套筒2中,如此,第一和第二钢筋1和1a的端部被安置在固定槽24中相并排列着。每一个固定槽24具有半圆形的横截面,槽深约相当于第一和第二钢筋1和1a各自直径的一半。许多个具有半圆形截面的肋座26配置在固定槽24的预定部分,以使第一和第二钢筋1和1a各自的纬向肋12纳入其中。The sleeve 2 is cylindrical and is axially open on one of its faces to form an opening 23 . A pair of fixing grooves 24 are arranged axially side by side in the sleeve 2, so that the ends of the first and second bars 1 and 1a are seated in the fixing grooves 24 side by side. Each fixing groove 24 has a semicircular cross-section, and the groove depth corresponds to about half the respective diameters of the first and second bars 1 and 1a. A plurality of rib seats 26 having a semicircular cross section are arranged at predetermined portions of the fixing groove 24 so as to receive the respective weft ribs 12 of the first and second bars 1 and 1a therein.

套筒2的两面侧壁25从固定槽24的外缘向上延伸,彼此面对。两面侧壁25之间的间隔比安置于固定槽24中的第一和第二钢筋1和1a处于外侧的经向肋11之间的距离稍长,从而使得盖形件3能够容易地安置于套筒2中。Two sidewalls 25 of the sleeve 2 extend upward from the outer edge of the fixing groove 24 and face each other. The distance between the two side walls 25 is slightly longer than the distance between the outer meridional ribs 11 of the first and second bars 1 and 1a placed in the fixing groove 24, so that the cover 3 can be easily placed in the in sleeve 2.

而且,套筒2包括两个锁定部27,用于锁定将在以下描述的楔子4的锁定部45。每一锁定部27从相毗连的侧壁25的上缘垂直延伸,形成“U”形的截面。在此情形下,两个锁定部27并不彼此相连接,并且斜面29沿着每一锁定部27的内表面轴向形成,以与下文描述的楔子4的相毗连的斜面46相接触。Furthermore, the sleeve 2 includes two locking portions 27 for locking a locking portion 45 of the wedge 4 which will be described below. Each locking portion 27 vertically extends from the upper edge of the adjacent side wall 25 to form a “U”-shaped cross section. In this case, the two locking portions 27 are not connected to each other, and a slope 29 is axially formed along the inner surface of each locking portion 27 to be in contact with an adjoining slope 46 of the wedge 4 described below.

在套筒2的外表面上设置了许多纬向肋22和许多经向肋21,纬向肋22和经向肋21所具有的形状与第一和第二钢筋1和1a的纬向肋12和经向肋11是一样的,从而增强了第一和第二钢筋1和1a与混凝土之间的附着力。On the outer surface of the sleeve 2 are provided a number of weft ribs 22 and a number of warp ribs 21 which have the same shape as the weft ribs 12 of the first and second bars 1 and 1a. It is the same as the longitudinal rib 11, thereby enhancing the adhesion between the first and second steel bars 1 and 1a and the concrete.

盖形件3比套筒2稍长约第一和第二钢筋1和1a各自的纬向肋12之间间隔的一半。而且,盖形件3比自固定槽24的外缘向上延伸的彼此面对的两面侧壁25之间的间隔稍窄,如此,盖形件3能够容易地安置在套筒2的两面侧壁25之间的空间里。The cover 3 is slightly longer than the sleeve 2 by approximately half of the spacing between the respective weft ribs 12 of the first and second bars 1 and 1a. Moreover, the space between the two side walls 25 facing each other extending upwardly from the outer edge of the fixing groove 24 is slightly narrower than the cover-shaped part 3 , so that the cover-shaped part 3 can be easily placed on the two side walls of the sleeve 2 25 in the space between.

盖形件3在其一面上具有一对固定槽31,该固定槽并列配置以与套筒2的固定槽24相对应,从而盖住并且压紧被安置于固定槽24里的第一和第二钢筋1和1a的外表面。一平行面33形成在与固定槽31相对的一边。此外,锯齿面33a形成在平行面33的预定部分,以和楔子4的锯齿面43a相啮合,从而防止楔子4在第一和第二钢筋1和1a彼此连接之后从套筒2中移开。The cover 3 has a pair of fixing grooves 31 on one side thereof, which are arranged side by side to correspond to the fixing grooves 24 of the sleeve 2, so as to cover and press the first and second grooves placed in the fixing grooves 24. The outer surfaces of the two bars 1 and 1a. A parallel surface 33 is formed on a side opposite to the fixing groove 31 . In addition, a serrated surface 33a is formed at a predetermined portion of the parallel surface 33 to engage with the serrated surface 43a of the wedge 4, thereby preventing the wedge 4 from being removed from the sleeve 2 after the first and second bars 1 and 1a are connected to each other.

而且,许多肋座32形成在盖形件3的固定槽31上,所具有的形状与套筒2的肋座26相同。Also, a plurality of rib seats 32 are formed on the fixing groove 31 of the cover member 3 having the same shape as the rib seats 26 of the sleeve 2 .

楔子4在长度上比盖形件3稍长,在宽度上与盖形件3相等。楔子4包括一与盖形件3的平行面33相接触的平行面43。锯齿面43a形成在平行面43的预定部分,以与和盖形件3的锯齿面33a相啮合。一个或多个槽44沿着平行面43轴向形成,以减少与盖形件3的平行面33相接触的表面积,从而使得楔子4容易地插入套筒2中,以这一方式被安置在盖形件3和套筒2的锁定部27之间。平的中间段47形成在与楔子4的平行面43相对的一边。两个锁定部45从中间段47的对边延伸,形成一“U”形截面,从而与套筒2的锁定部27相啮合。斜面46沿着每一锁定部45的外表面轴向形成,并沿着从每一锁定部45的第一端部到其第二端部的方向上逐渐变窄,从而与套筒2的每一锁定部27的斜面29紧密接触。The wedge 4 is slightly longer than the cover 3 in length and equal to the cover 3 in width. The wedge 4 includes a parallel face 43 in contact with the parallel face 33 of the cover 3 . Serrated surfaces 43 a are formed at predetermined portions of the parallel surfaces 43 to engage with the serrated surfaces 33 a of the cover member 3 . One or more grooves 44 are formed axially along the parallel faces 43 to reduce the surface area in contact with the parallel faces 33 of the cover 3, thereby allowing the wedge 4 to be easily inserted into the sleeve 2, being placed in this way Between the cover 3 and the locking portion 27 of the sleeve 2 . A flat middle section 47 is formed on the side opposite the parallel face 43 of the wedge 4 . Two locking portions 45 extend from opposite sides of the middle section 47 , forming a “U”-shaped section, so as to engage with the locking portions 27 of the sleeve 2 . The slope 46 is axially formed along the outer surface of each locking portion 45, and gradually narrows along the direction from the first end of each locking portion 45 to its second end, so as to be compatible with each of the sleeves 2. A slope 29 of a locking portion 27 is in close contact.

以下将对根据第一个实施例的钢筋连接件的操作进行详细的描述。The operation of the reinforcing bar connector according to the first embodiment will be described in detail below.

首先,第一和第二钢筋1和1a被如此安置,使得第一和第二钢筋1和1a的端部沿着一定的长度相搭接。工人握住并且移动套筒2,将第一和第二钢筋1和1a的相搭接端部接纳于套筒2的开口23里。第一和第二钢筋1和1a安置入套筒2的固定槽24。然后,盖形件3从套筒的端部轴向装入套筒2,以盖住第一和第二钢筋1和1a。继而,将楔子4的引导端41插入盖形件3的平行面33与套筒2的锁定部27之间的空隙。接着,采用诸如锤子或液压千斤顶这样的工具锤击楔子4的锤击端42。当楔子4插入套筒2中,套筒2的锁定部27的斜面29与楔子4的锁定部45的斜面46紧密接触,如此,楔子4压紧盖形件3,并且盖形件3强烈地压紧第一和第二钢筋1和1a的外表面,从而使得第一和第二钢筋1和1a彼此牢固地连接。First, the first and second bars 1 and 1a are arranged such that the ends of the first and second bars 1 and 1a overlap along a certain length. The worker holds and moves the sleeve 2 to receive the overlapping ends of the first and second bars 1 and 1 a in the opening 23 of the sleeve 2 . The first and second bars 1 and 1 a are placed into the fixing groove 24 of the sleeve 2 . The cover 3 is then fitted axially into the sleeve 2 from the end of the sleeve to cover the first and second bars 1 and 1a. Next, the leading end 41 of the wedge 4 is inserted into the gap between the parallel face 33 of the cover 3 and the locking portion 27 of the sleeve 2 . Next, the hammered end 42 of the wedge 4 is hammered with a tool such as a hammer or a hydraulic jack. When the wedge 4 is inserted into the sleeve 2, the slope 29 of the locking portion 27 of the sleeve 2 is in close contact with the slope 46 of the locking portion 45 of the wedge 4, so that the wedge 4 presses the cover 3, and the cover 3 strongly The outer surfaces of the first and second reinforcing bars 1 and 1a are compressed so that the first and second reinforcing bars 1 and 1a are firmly connected to each other.

以搭接方法将钢筋彼此连接的钢筋连接件,主要用于将具有较小直径的钢筋彼此连接。然而,这样的钢筋连接件在钢筋的安装过程中可以被用于将具有较大直径的钢筋彼此连接起来。本发明的钢筋连接件与常规的钢筋连接件是相当的,其中,钢筋连接件彼此连接,是通过钢筋连接件的端部沿着一定的长度相搭接。可是,与采用捆扎钢丝的常规钢筋连接件不同的是,根据本发明的钢筋连接件是通过包括套筒2、盖形件3和楔子4的机械的钢筋连接件将钢筋彼此连接在一起。因此,本发明的钢筋连接件能够使连接操作容易地进行,从而减少了工时。而且,本发明的钢筋连接件能够使相连接钢筋的搭接长度减少,从而减少了造价。由于在安装被连接的钢筋时,相邻的被连接钢筋之间的距离增大,所以能够密实地、深入地以及均匀地将混凝土浇注到用混凝土模板制成的模子中,从而增加了钢筋混凝土结构的强度。而且,与采用捆扎钢丝连接钢筋的常规钢筋连接件相比,本发明的钢筋连接件能够使钢筋的相连接部分具有较高的对拉伸或压缩载荷的抵抗作用。Rebar connectors that connect rebars to each other by lap splices are mainly used to connect rebars with smaller diameters to each other. However, such rebar connectors may be used to connect rebars with larger diameters to each other during the installation of rebars. The rebar connectors of the present invention are comparable to conventional rebar connectors in which the rebar connectors are connected to each other by overlapping the ends of the rebar connectors along a certain length. However, unlike conventional steel bar connectors using bundled steel wires, the steel bar connectors according to the present invention connect the bars to each other through mechanical steel bar connectors including sleeves 2 , caps 3 and wedges 4 . Therefore, the reinforcing bar connector of the present invention enables the connecting operation to be easily performed, thereby reducing man-hours. Moreover, the steel bar connector of the present invention can reduce the overlapping length of the connected steel bars, thereby reducing the manufacturing cost. Since the distance between adjacent connected steel bars is increased when the connected steel bars are installed, concrete can be poured densely, deeply and evenly into the mold made of concrete formwork, thereby increasing the strength of reinforced concrete. the strength of the structure. Moreover, compared with conventional steel bar connectors that use binding steel wires to connect steel bars, the steel bar connector of the present invention can make the connected parts of steel bars have higher resistance to tensile or compressive loads.

图6显示了一种根据第一个实施例的改进型式的钢筋连接件。在套筒2的固定槽24的肋座26之间配置了补充肋座26,在盖形件3的固定槽31的肋座32之间配置了补充肋座32,由此使得纬向肋12能够被置入肋座26和32中,而不管纬向肋12的形状是圆形的还是半圆形的。具体而言,当第一和第二钢筋1和1a通过钢筋1和1a的端部相搭接而彼此连接,第一和第二钢筋1和1a的纬向肋12必须同时置入套筒2的肋座26和盖形件3的肋座32。在此情况下,第一和第二钢筋1和1a的纬向肋12可能具有同样的形状,如圆形或半圆形,但是,钢筋1和1a的其中之一的可能具有呈圆形纬向肋12,而另一钢筋1或1a可能具有呈半圆形的纬向肋12。但是,在肋座26、32之间配置了补充肋座26、32,从而使得钢筋1和1a的纬向肋12能够同时置入肋座26和32。Fig. 6 shows a modified version of the rebar connector according to the first embodiment. Supplementary rib seats 26 are arranged between the rib seats 26 of the fixing grooves 24 of the sleeve 2, and supplementary rib seats 32 are arranged between the rib seats 32 of the fixing groove 31 of the cover 3, thereby making the weft ribs 12 Can be placed into the rib seats 26 and 32 regardless of whether the weft rib 12 is circular or semicircular in shape. Specifically, when the first and second bars 1 and 1a are connected to each other by overlapping the ends of the bars 1 and 1a, the weft ribs 12 of the first and second bars 1 and 1a must be inserted into the sleeve 2 at the same time The rib seat 26 and the rib seat 32 of the cover 3. In this case, the weft ribs 12 of the first and second bars 1 and 1a may have the same shape, such as circular or semicircular, however, one of the bars 1 and 1a may have a circular weft. ribs 12, while another bar 1 or 1a may have weft ribs 12 in a semicircular shape. However, supplementary rib seats 26 , 32 are arranged between the rib seats 26 , 32 so that the weft ribs 12 of the bars 1 and 1 a can be inserted into the rib seats 26 and 32 at the same time.

图7至13显示了一种根据本发明第二个实施例的钢筋连接件。第二个实施例的钢筋连接件与第一个实施例的钢筋连接件是相同的,除了第一和第二钢筋1和1a的彼此连接未采用盖形件3而是仅仅通过将一楔子4a插入套筒2a中进行之外。7 to 13 show a rebar connector according to a second embodiment of the present invention. The rebar connector of the second embodiment is identical to that of the first embodiment, except that the first and second rebars 1 and 1a are connected to each other without the cover 3 but only by inserting a wedge 4a. Insert the sleeve 2a out of the way.

套筒2a与第一个实施例的套筒具有相同的结构。此外,在套筒2a的固定槽24的肋座26之间可配置补充肋座26,用于接纳其纬向肋12呈多种形状的第一和第二钢筋1和1a,如图6所示。The sleeve 2a has the same structure as that of the first embodiment. In addition, a supplementary rib seat 26 can be configured between the rib seats 26 of the fixing groove 24 of the sleeve 2a, for receiving the first and second reinforcing bars 1 and 1a whose latitudinal ribs 12 are in various shapes, as shown in FIG. 6 Show.

楔子4a与第一个实施例的楔子4具有相同的宽度和长度。但是,根据第二个实施例,由于第一和第二钢筋1和1a仅仅通过楔子4a而未通过盖形件3被楔入套筒2a中,所以楔子4a要比楔子4做的厚些,这样使得第一和第二钢筋1和1a的外表面被充分地压紧。The wedge 4a has the same width and length as the wedge 4 of the first embodiment. However, according to the second embodiment, since the first and second bars 1 and 1a are wedged in the sleeve 2a only by the wedge 4a and not by the cover 3, the wedge 4a is made thicker than the wedge 4, This allows the outer surfaces of the first and second bars 1 and 1a to be sufficiently compacted.

楔子4a的引导端41是斜切的,以便当楔子4a被锤入安置着第一和第二钢筋1和1a的套筒2a中时,楔子4a能够顺利地滑入套筒2a中,而没有被第一和第二钢筋1和1a的外表面或纬向肋12所妨碍。与第一和第二钢筋1和1a相接触的平行面43所形成的全是锯齿面43a,以直接压紧第一和第二钢筋1和1a的外表面。而且,如图8所示,在楔子4a的中间段47的锤击端42配置了具有直角三角截面的凸出部分,如此,当楔子4a被锤入套筒2a中时,楔子4a并不会被第一和第二钢筋1和1a的外表面所阻碍。The leading end 41 of the wedge 4a is chamfered so that when the wedge 4a is hammered into the sleeve 2a in which the first and second bars 1 and 1a are placed, the wedge 4a can slide smoothly into the sleeve 2a without Interrupted by the outer surfaces or weft ribs 12 of the first and second bars 1 and 1a. The parallel surfaces 43 in contact with the first and second bars 1 and 1a are all formed with serrated faces 43a to directly compress the outer surfaces of the first and second bars 1 and 1a. And, as shown in Figure 8, the hammering end 42 of the middle section 47 of the wedge 4a is configured with a protruding portion with a right-angled triangular section, so that when the wedge 4a is hammered into the sleeve 2a, the wedge 4a will not Hindered by the outer surfaces of the first and second bars 1 and 1a.

图13显示了根据第二个实施例的改进型式的钢筋连接件。图13的钢筋连接件与第二个实施例的钢筋连接件是一样的,除了套筒2a的锁定部27和楔子4a的锁定部45的截面不同之外。在图13的钢筋连接件中,套筒2a的锁定部27自侧壁25的上缘向外延伸,以垂直于侧壁25。斜面29沿着每一锁定部27的下表面而形成,沿着从每一锁定部27的下表面的外缘到其内缘的方向向上倾斜。楔子4a的锁定部45从中间段47的对边面向外延伸,并且在向锯齿面43a弯曲以形成“U”形截面之前,先向下弯曲。斜面46沿着每一锁定部45的向内延伸部分的上表面而形成,从而和套筒2a的斜面29相对应。图13的钢筋连接件的一般结构和操作仍然与第二个实施例的钢筋连接件是一样的。Figure 13 shows a modified version of the rebar connector according to the second embodiment. The steel bar connector of Fig. 13 is the same as that of the second embodiment, except that the cross sections of the locking portion 27 of the sleeve 2a and the locking portion 45 of the wedge 4a are different. In the steel bar connector in FIG. 13 , the locking portion 27 of the sleeve 2 a extends outward from the upper edge of the side wall 25 so as to be perpendicular to the side wall 25 . A slope 29 is formed along the lower surface of each locking portion 27 , sloping upward in a direction from the outer edge to the inner edge of the lower surface of each locking portion 27 . The locking portion 45 of the wedge 4a extends outwardly from opposite side faces of the intermediate section 47 and bends downwards before bending towards the serrated face 43a to form a "U" shaped cross-section. A slope 46 is formed along the upper surface of the inwardly extending portion of each locking portion 45 so as to correspond to the slope 29 of the sleeve 2a. The general structure and operation of the rebar connector of Figure 13 remains the same as the rebar connector of the second embodiment.

采用根据第二个实施例的钢筋连接件所进行的连接方法描述如下。The connection method performed using the reinforcing bar connector according to the second embodiment is described below.

首先,第一和第二钢筋1和1a并排置于套筒2a的固定槽24中,使第一和第二钢筋1和1a的端部沿一定的长度相搭接。然后,将楔子4a松散地插入套筒2a中,安置于套筒2a所接纳的第一和第二钢筋1和1a与锁定部27之间,然后采用锤击工具锤击楔子4a。此时,套筒2a的斜面29与楔子4a的斜面46紧密接触,使得楔子4a的锯齿面43a强有力地压紧第一和第二钢筋1和1a的外表面,从而使得第一和第二钢筋1和1a彼此牢固地连接起来。First, the first and second steel bars 1 and 1a are placed side by side in the fixing groove 24 of the sleeve 2a, so that the ends of the first and second steel bars 1 and 1a overlap along a certain length. Then, the wedge 4a is loosely inserted into the sleeve 2a, placed between the first and second bars 1 and 1a received by the sleeve 2a and the locking portion 27, and then the wedge 4a is hammered with a hammering tool. At this time, the slope 29 of the sleeve 2a is in close contact with the slope 46 of the wedge 4a, so that the serrated surface 43a of the wedge 4a strongly presses the outer surfaces of the first and second bars 1 and 1a, so that the first and second Rebars 1 and 1a are firmly connected to each other.

第二个实施例的钢筋连接件可以替代捆扎钢丝,用于通过使钢筋的端部相搭接而使钢筋彼此连接起来。与采用捆扎钢丝的钢筋连接操作相比,第二个实施例的钢筋连接件更具有极好的可使用性,并且能够使钢筋彼此更牢固地连接。而且,如图12所示,可以将一个或多个钢筋连接件安装于钢筋的搭接区域。如此,钢筋连接件的数目可以随意地调节。The rebar connector of the second embodiment can be used in place of the binding wire for connecting rebars to each other by overlapping the ends of the rebars. The reinforcing bar connecting member of the second embodiment has excellent workability and can connect reinforcing bars to each other more firmly than the reinforcing bar connecting operation using the binding steel wire. Also, as shown in Figure 12, one or more rebar connectors may be installed in the overlapping areas of the rebar. In this way, the number of reinforcing bar connectors can be adjusted arbitrarily.

图14至19显示了根据本发明第三个实施例的钢筋连接件。第三个实施例的钢筋连接件与第一个实施例具有相同的结构和元件,除了套筒2b和楔子4b的制造是通过采用压力机使具有预定厚度的钢板塑性变形来制造每一套筒2b和楔子4b以使它们具有恒定的厚度之外。据此,套筒2b整体上具有恒定的厚度,并且在套筒2b的固定槽24的外表面上形成了半圆形突肋,半圆形突肋在所处的位置对应于固定槽24的肋座26,从而充当为套筒2、2a的纬向肋24。而且,楔子4b的制造是通过采用压力机使钢板塑性变形而进行的,如此,楔子4b整体上具有恒定的厚度。为了防止楔子4b从盖形件3b与套筒2b的锁定部27之间的位置上移开,在平行面43的预定部分形成了锯齿面43a。或者,每一锁定部27的内表面形成而具有的宽度稍小于楔子4b的每一锁定部45的宽度,这样,在锁定部45邻近引导端41的部分能够牢固地锁住套筒2b的锁定部27,从而防止楔子4b从套筒2b中移开。如图15所示,楔子4b的中间段47的锤击端42从相对于平行面43的方向上凸起,形成“V”形的凸起部。“V”形的凸起部使得楔子4b的锤击面增大,从而容易使楔子4b在不受第一和第二钢筋1和1a阻挡的情况下被锤入。而且,具有恒定厚度的钢板被切割成梯形,然后用压力机使其两边缘向上弯曲,以形成楔子4b的锁定部45。斜面46沿着每一锁定部45以这样的方式形成,即,斜面46的高度从每一锁定部45的第一端部到其第二端部逐渐减少。如图16所示,具有“V”型截面的槽44沿着楔子4b的中间段47轴向形成,以致减少了与盖形件3b相接触的表面积。14 to 19 show a rebar connector according to a third embodiment of the present invention. The steel bar connector of the third embodiment has the same structure and elements as the first embodiment, except that the sleeve 2b and the wedge 4b are manufactured by plastically deforming a steel plate having a predetermined thickness using a press to manufacture each sleeve 2b and wedge 4b so that they have a constant thickness outside. Accordingly, the sleeve 2b has a constant thickness as a whole, and a semicircular protruding rib is formed on the outer surface of the fixing groove 24 of the sleeve 2b, and the position of the semicircular protruding rib corresponds to the position of the fixing groove 24. The rib seat 26 thus acts as a weft rib 24 for the sleeve 2, 2a. Also, the wedge 4b is manufactured by plastically deforming a steel plate using a press, so that the wedge 4b has a constant thickness as a whole. In order to prevent the wedge 4b from moving away from the position between the cover 3b and the locking portion 27 of the sleeve 2b, a serrated surface 43a is formed on a predetermined portion of the parallel surface 43 . Or, the inner surface of each locking portion 27 is formed to have a width slightly smaller than the width of each locking portion 45 of the wedge 4b, so that the locking of the sleeve 2b can be firmly locked at the portion of the locking portion 45 adjacent to the leading end 41. part 27, thereby preventing the wedge 4b from being removed from the sleeve 2b. As shown in FIG. 15, the hammer end 42 of the middle section 47 of the wedge 4b protrudes from the direction relative to the parallel surface 43, forming a "V"-shaped protrusion. The "V"-shaped protrusion increases the hammering surface of the wedge 4b, so that the wedge 4b is easily hammered in without being blocked by the first and second steel bars 1 and 1a. Also, a steel plate having a constant thickness is cut into a trapezoidal shape, and then its both edges are bent upward by a press to form the locking portion 45 of the wedge 4b. The slope 46 is formed along each locking portion 45 in such a manner that the height of the slope 46 gradually decreases from the first end to the second end of each locking portion 45 . As shown in FIG. 16, a groove 44 having a "V"-shaped cross-section is formed axially along the middle section 47 of the wedge 4b so as to reduce the surface area in contact with the cover member 3b.

采用根据第三个实施例的钢筋连接件而进行的钢筋连接方法仍然与第一个实施例相同。The method of connecting steel bars using the steel bar connector according to the third embodiment is still the same as that of the first embodiment.

在第三个实施例的钢筋连接件中,套筒2b在其一面上是敞开的。因此,能够通过采用压力机加工钢板制造套筒2b,从而实现钢筋连接件的批量生产,并且因此相当地减少钢筋连接件的成本。In the reinforcing bar connector of the third embodiment, the sleeve 2b is open on one side thereof. Therefore, mass production of the steel bar connector can be realized by manufacturing the sleeve 2b by using a press machined steel plate, and thus the cost of the steel bar connector can be considerably reduced.

图20至24显示了根据本发明第四个实施例的钢筋连接件。第四个实施例的钢筋连接件在没有将钢筋1和1a的端部搭接起来的情况下将第一和第二钢筋1和1a连接在一行上。该钢筋连接件包括敞开了一面的套筒2c、盖形件3c和一对楔子4c。第四个实施例的钢筋连接件的一般结构和操作仍然与第一个实施例相同,除了第一和第二钢筋1和1a被连成一行之外。第四个实施例的钢筋连接件的结构描述如下,即,沿着套筒2c的内表面配置了单一的固定槽24,沿着盖形件3c的表面配置了单一的固定槽31,以及楔子4c由一对楔子4c构成。20 to 24 show a rebar connector according to a fourth embodiment of the present invention. The reinforcing bar connector of the fourth embodiment connects the first and second reinforcing bars 1 and 1a in a row without overlapping the ends of the reinforcing bars 1 and 1a. The rebar connector includes a sleeve 2c with one side open, a cover 3c and a pair of wedges 4c. The general structure and operation of the bar connector of the fourth embodiment is still the same as that of the first embodiment, except that the first and second bars 1 and 1a are connected in a row. The structure of the steel bar connector of the fourth embodiment is described as follows, that is, a single fixing groove 24 is configured along the inner surface of the sleeve 2c, a single fixing groove 31 is configured along the surface of the cover 3c, and wedges 4c is formed by a pair of wedges 4c.

所形成的套筒2c的锁定部27的斜面29沿着从套筒2c的中心部到其两端的方向上具有逐渐增大的直径,以使一对楔子4c从套筒2c的具有逐渐增大直径的两端插入套筒2c中。由于第一和第二钢筋1和1a呈一行连接起来,第一和第二钢筋1和1a被轴向装于套筒2c中,使得钢筋1和1a的引导端伸入到套筒2c的固定槽24和盖形件3c的固定槽31的中心部分。在固定槽24和31的中心部分分别设有凹陷28和34。半圆形的凹陷28和34各自具有一与三个纬向肋12之间的宽度相当的宽度,且在深度上稍深于相毗连的肋座26、32。因此,当第一和第二钢筋1和1a的引导端在采用压力机进行切割期间可能弯曲,或者可能出现比第一和第二钢筋直径要大的凸起时,凹陷28和34能够使弯曲的引导端或凸起完全地被接纳其中,这样使第一和第二钢筋1和1a的纬向肋12被完全地置于套筒2c和盖形件3c之间。The slope 29 of the locking portion 27 of the sleeve 2c is formed to have a gradually increasing diameter along the direction from the center portion of the sleeve 2c to both ends thereof, so that the pair of wedges 4c gradually increases from the sleeve 2c. Both ends of the diameter are inserted into the sleeve 2c. Since the first and second steel bars 1 and 1a are connected in a row, the first and second steel bars 1 and 1a are axially installed in the sleeve 2c so that the leading ends of the steel bars 1 and 1a protrude into the fixed ends of the sleeve 2c. The groove 24 and the center portion of the fixing groove 31 of the cover 3c. Recesses 28 and 34 are provided at central portions of the fixing grooves 24 and 31, respectively. The semicircular recesses 28 and 34 each have a width comparable to the width between the three weft ribs 12 and are slightly deeper in depth than the adjacent rib seats 26,32. Therefore, when the leading ends of the first and second bars 1 and 1a may bend during cutting with a press, or a protrusion larger than the diameter of the first and second bars may appear, the recesses 28 and 34 enable bending. The leading ends or projections of the bars are completely received therein so that the weft ribs 12 of the first and second bars 1 and 1a are completely placed between the sleeve 2c and the cover 3c.

成对的锯齿面33a形成于盖形件3c的平行面33的两端。楔子4c由一对楔子4c构成,并且在长度上约为套筒2c的长度的一半。锯齿面43a形成于每一个楔子4c的平行面43的一端。Pairs of serrated surfaces 33a are formed at both ends of the parallel surfaces 33 of the cover member 3c. The wedge 4c consists of a pair of wedges 4c, and is approximately half the length of the sleeve 2c in length. A serrated face 43a is formed at one end of the parallel face 43 of each wedge 4c.

图24显示了根据第四个实施例的改进型式的钢筋连接件。在没必要采用不同于盖形件3c的盖形件的情况下,图24的钢筋连接件可用于连接变形钢筋1和1a,而变形钢筋1和1a是被这样设计的,即其纬向肋12相对于毗连的经向肋11彼此错开。图24的钢筋连接件可用于使变形钢筋1和1a彼此连接,而不管每一变形钢筋的纬向肋12是圆形的还是半圆形的。为了使变形钢筋1和1a通过采用单一种钢筋连接件而彼此连接,盖形件3c制造成在长度上比套筒2c要稍长,长出约相当于肋座32之间间隔的一半。此外,外肋座32设置在盖形件31的两端,从而使得具有各种形状的纬向肋12能够置于肋座32中。而且,所形成的盖形件3c的平行面33是平的而不是斜的,且形成的每一楔子4c的平行面43也是平的。因此,当盖形件3c装于套筒2c中,可以调整盖形件3c的位置,以使盖形件3c从套筒2c的端部轴向伸出,伸出长度约为纬向肋12之间间隔的一半。在此情况下,一对楔子4c分别从套筒2c的两端插入套筒2c中,置于盖形件3c与套筒2c的锁定部27之间。此时,一对楔子4c从套筒2c的两端插入了相同的距离。这样,两楔子4c均等地楔住盖形件3c的平行面33的整个部分,使得盖形件3c充分地压紧置于套筒2c中的第一和第二变形钢筋1和1a的外表面。由此,第一和第二变形钢筋1和1a被彼此牢固地连接起来。此外,具有与同一标准相同厚度但纬向肋12的形状不同的变形钢筋1和1a,能够通过具有单一种盖形件3c的钢筋连接件而彼此连接,因此没必要按照第一和第二变形钢筋1和1a的纬向肋12的形状配备不同的盖形件,这样对工人来说是方便的,也使得钢筋连接件的元件容易受支配,并且使得连接操作容易执行。Figure 24 shows a modified version of the rebar connector according to the fourth embodiment. In cases where it is not necessary to use a cover different from the cover 3c, the rebar connector of Figure 24 can be used to connect deformed bars 1 and 1a, which are designed such that their weft ribs 12 are offset from each other with respect to adjacent meridional ribs 11. The bar connector of Fig. 24 can be used to connect deformed bars 1 and 1a to each other regardless of whether the weft rib 12 of each deformed bar is circular or semicircular. In order to connect the deformed bars 1 and 1a to each other by using a single bar connector, the cover 3c is made slightly longer in length than the sleeve 2c by about half the distance between the rib seats 32. In addition, outer rib seats 32 are provided at both ends of the cover 31 so that weft ribs 12 having various shapes can be placed in the rib seats 32 . Furthermore, the parallel face 33 of the cover 3c is formed flat instead of inclined, and the parallel face 43 of each wedge 4c is also formed flat. Therefore, when the cover 3c is installed in the sleeve 2c, the position of the cover 3c can be adjusted so that the cover 3c protrudes axially from the end of the sleeve 2c, and the extension length is about the weft rib 12 half of the interval between. In this case, a pair of wedges 4c are respectively inserted into the sleeve 2c from both ends of the sleeve 2c, interposed between the cover 3c and the locking portion 27 of the sleeve 2c. At this time, a pair of wedges 4c are inserted by the same distance from both ends of the sleeve 2c. Like this, two wedges 4c equally wedge the whole part of the parallel face 33 of cover-shaped part 3c, make cover-shaped part 3c fully compress the outer surface of the first and second deformed steel bars 1 and 1a placed in sleeve 2c . Thereby, the first and second deformed bars 1 and 1a are firmly connected to each other. In addition, the deformed bars 1 and 1a having the same thickness as the same standard but different shapes of the weft ribs 12 can be connected to each other by a bar connector having a single kind of cover 3c, so it is not necessary to deform according to the first and second The shape of the weft ribs 12 of the bars 1 and 1a is equipped with different covers, which is convenient for the worker, also makes the elements of the bar connection easy to handle and makes the connecting operation easy to perform.

虽然钢筋具有同样的标准,但是随制造企业的不同,可能在钢筋的大小上存在细微的差别。然而第四个实施例的钢筋连接件使每一个楔子4c的插入距离,能够根据每一钢筋的厚度得到调整,从而使钢筋彼此牢固地连接起来,由此克服了采用盖形件的常规钢筋连接件所存在的问题。Although the bars are of the same standard, there may be slight differences in the size of the bars depending on the manufacturer. However, the reinforcing bar connector of the fourth embodiment enables the insertion distance of each wedge 4c to be adjusted according to the thickness of each reinforcing bar so that the reinforcing bars are firmly connected to each other, thereby overcoming the conventional reinforcing bar connection using a cover-shaped member. problems with the file.

根据第四个实施例的钢筋连接件的操作将详细描述如下。The operation of the rebar connector according to the fourth embodiment will be described in detail as follows.

第一钢筋1置于套筒2c中,同时由工人确认第一钢筋1的引导端是否伸入到套筒2c的凹陷28。此时,调整第一钢筋1的位置,使得第一钢筋1的纬向肋12置于固定槽24的肋座26中。然后,第二钢筋1a以与第一钢筋1同样的方式装入套筒2c中。接着,盖形件3c从套筒2c的一端轴向装入到套筒2c的两面侧壁25之间的空间,如此使第一和第二钢筋1和1a的纬向肋12置于肋座32中,同时使盖形件3c的一端从套筒2c中略微伸出或者与套筒2c的端部相当。随后,一对楔子4c的引导端41与套筒2c的两端对直,接着采用锤击工具或液压工具,将楔子4c从套筒2c的两端插入套筒2c中,如此楔子4c的锁定部45牢牢地锁住套筒2c的锁定部27。此时,套筒2c的锁定部27的斜面29与楔子4c的锁定部45的斜面46紧密接触,从而强有力地将盖形件3c朝向第一和第二钢筋1和1a的外表面压紧,这样第一和第二钢筋1和1a彼此牢固地连接起来。此外,盖形件3c的锯齿面33a分别与一对楔子4c的锯齿面43a相啮合,从而防止楔子4c从套筒2c中移开。The first steel bar 1 is placed in the sleeve 2c, and at the same time, the worker confirms whether the leading end of the first steel bar 1 extends into the recess 28 of the sleeve 2c. At this time, the position of the first steel bar 1 is adjusted so that the latitudinal rib 12 of the first steel bar 1 is placed in the rib seat 26 of the fixing groove 24 . Then, the second bar 1a is inserted into the sleeve 2c in the same manner as the first bar 1 . Next, the cover 3c is inserted axially from one end of the sleeve 2c into the space between the two side walls 25 of the sleeve 2c, so that the weft ribs 12 of the first and second bars 1 and 1a are placed in the rib seats 32, at the same time make one end of the cover 3c protrude slightly from the sleeve 2c or be equivalent to the end of the sleeve 2c. Subsequently, the leading ends 41 of a pair of wedges 4c are aligned with the two ends of the sleeve 2c, and then the wedges 4c are inserted into the sleeve 2c from the two ends of the sleeve 2c by using a hammer tool or a hydraulic tool, so that the locking of the wedges 4c Part 45 firmly locks the locking part 27 of the sleeve 2c. At this time, the slope 29 of the locking portion 27 of the sleeve 2c is in close contact with the slope 46 of the locking portion 45 of the wedge 4c, thereby strongly compressing the cover 3c toward the outer surfaces of the first and second bars 1 and 1a. , so that the first and second bars 1 and 1a are firmly connected to each other. In addition, the serrated surfaces 33a of the cover member 3c are respectively engaged with the serrated surfaces 43a of the pair of wedges 4c, thereby preventing the wedges 4c from being removed from the sleeve 2c.

在根据第四个实施例的钢筋连接件中,成对的楔子4c自套筒2c的两端插入套筒2c中,每一楔子4c的长度大约相当于套筒2c长度的一半。假定第四个实施例的斜面与将在以下描述的第五个实施例的斜面具有相同的斜角,与第五个实施例中楔子4d的长度几乎等于盖形件3d的长度相比较,每一锁定部45的锤击端42的厚度可以是较薄的,并且每一楔子4c插入套筒2c的深度可以是较短的。因此,第四个实施例的钢筋连接件使锤击操作更容易进行。而且,第四个实施例的钢筋连接件适合用于使厚的钢筋彼此连接。In the steel bar connector according to the fourth embodiment, a pair of wedges 4c are inserted into the sleeve 2c from both ends of the sleeve 2c, and the length of each wedge 4c corresponds to about half of the length of the sleeve 2c. Assuming that the slope of the fourth embodiment has the same slope angle as the slope of the fifth embodiment to be described below, compared with the length of the wedge 4d almost equal to the length of the cover 3d in the fifth embodiment, each The thickness of the hammering end 42 of a locking portion 45 can be thinner, and the insertion depth of each wedge 4c into the sleeve 2c can be shorter. Therefore, the rebar connector of the fourth embodiment facilitates the hammering operation. Also, the rebar connector of the fourth embodiment is suitable for connecting thick rebars to each other.

图25至30显示了根据本发明第五个实施例的钢筋连接件。第五个实施例的钢筋连接件的一般结构仍然与第四个实施例相同。通过采用一个敞开着一面的套筒2d、一个盖形件3d和一单个的楔子4d,第五个实施例的钢筋连接件将第一和第二钢筋1和1a彼此连接。在第五个实施例的钢筋连接件中,套筒2d的每一锁定部27的斜面29自每一锁定部27的第一端到第二端具有一固定斜角,这与第四个实施例中形成的斜面29所具有的直径沿套筒2c的中心部分到套筒两端逐渐增大是不同的。不过,除了在平行面33的一端上形成有锯齿面33a之外,盖形件3d的一般结构与第四个实施例的盖形件3c仍然是一样的。根据第五个实施例,楔子4d由一单个的楔子构成,其具有与盖形件3d几乎相等的长度,并且每一锁定部45的斜面46从锁定部45的第一端部到其第二端部具有固定的斜角,从而与套筒2d的斜面29相应。由此,当楔子4d插入套筒2d中时,盖形件3d压紧第一和第二钢筋1和1a的外表面。25 to 30 show a reinforcing bar connector according to a fifth embodiment of the present invention. The general structure of the reinforcing bar connector of the fifth embodiment is still the same as that of the fourth embodiment. The reinforcing bar connecting member of the fifth embodiment connects the first and second reinforcing bars 1 and 1a to each other by using a sleeve 2d with an open side, a cover 3d and a single wedge 4d. In the reinforcing bar connector of the fifth embodiment, the slope 29 of each locking portion 27 of the sleeve 2d has a fixed bevel from the first end to the second end of each locking portion 27, which is different from the fourth embodiment. The inclined surface 29 formed in this example has a different diameter gradually increasing from the center portion of the sleeve 2c to both ends of the sleeve. However, except that the serrated surface 33a is formed on one end of the parallel surface 33, the general structure of the cover member 3d is still the same as that of the cover member 3c of the fourth embodiment. According to the fifth embodiment, the wedge 4d is constituted by a single wedge, which has a length almost equal to that of the cover 3d, and the slope 46 of each locking portion 45 extends from the first end of the locking portion 45 to its second end. The ends have a fixed bevel so as to correspond to the bevel 29 of the sleeve 2d. Thus, when the wedge 4d is inserted into the sleeve 2d, the cover 3d presses against the outer surfaces of the first and second bars 1 and 1a.

具有仅仅一单个楔子4d的钢筋连接件应用于这样的情况,即,在第一和第二钢筋1和1a都具有相对小的直径时。这样,在第一和第二钢筋1和1a都具有相对小的直径的情况下,则不需要采用长的套筒2d,这不同于第四个实施例的套筒2c。因此,仅仅采用一单个楔子4d,就可以使具有较小直径的第一和第二钢筋1和1a彼此连接起来,而无需将一对楔子自套筒的对端插入套筒中。第一和第二钢筋1和1a各自的直径越小,套筒2d的长度就越短。第五个实施例的钢筋连接件只需要一单个的楔子,因此减少了元件数目。The bar connector with only a single wedge 4d is used in the case when both the first and the second bar 1 and 1a have a relatively small diameter. Thus, in the case where both the first and second bars 1 and 1a have relatively small diameters, it is not necessary to use a long sleeve 2d, unlike the sleeve 2c of the fourth embodiment. Therefore, using only a single wedge 4d, the first and second bars 1 and 1a having a smaller diameter can be connected to each other without inserting a pair of wedges into the sleeve from opposite ends thereof. The smaller the respective diameters of the first and second bars 1 and 1a are, the shorter the length of the sleeve 2d is. The rebar connector of the fifth embodiment requires only a single wedge, thereby reducing the number of components.

图29和30显示了根据第五个实施例的改进型式的钢筋连接件。该钢筋连接件可通过采用单一种盖形件3d而用于连接变形钢筋1和1a,而变形钢筋1和1a被这样设计,即,其纬向肋12相对于毗连的经向肋11彼此错开。该钢筋连接件可用于连接变形钢筋1和1a,而不管变形钢筋1和1a的纬向肋12是圆形的还是半圆形的。该钢筋连接件通过采用单一种钢筋连接件3d就使变形钢筋1和1a彼此连接起来。该钢筋连接件的工作原理与图24的钢筋连接件的工作原理仍然是一样的。Figures 29 and 30 show a modification of the reinforcing bar connector according to the fifth embodiment. The bar connector can be used to connect deformed bars 1 and 1a by using a single cover 3d, which is designed such that its weft ribs 12 are offset from each other with respect to the adjacent warp ribs 11 . The bar connector can be used to connect the deformed bars 1 and 1a, regardless of whether the weft ribs 12 of the deformed bars 1 and 1a are circular or semicircular. The reinforcing bar connecting member connects the deformed reinforcing bars 1 and 1a to each other by using a single reinforcing bar connecting member 3d. The working principle of the reinforcing bar connecting piece is still the same as that of the reinforcing bar connecting piece in FIG. 24 .

根据第五个实施例的钢筋连接件的操作和连接顺序与第四个实施例是一样的,除了第五个实施例的钢筋连接件具有一单个的楔子4d之外。这样,根据第五个实施例,采用锤击工具或液压工具,楔子4d从锁定部27具有较大直径的一端被插入套筒2d中,从而使第一和第二变形钢筋1和1a彼此牢固地连接起来。The operation and connecting sequence of the rebar connector according to the fifth embodiment is the same as that of the fourth embodiment, except that the rebar connector of the fifth embodiment has a single wedge 4d. Thus, according to the fifth embodiment, using a hammering tool or a hydraulic tool, the wedge 4d is inserted into the sleeve 2d from the end having a larger diameter of the locking portion 27, thereby making the first and second deformed bars 1 and 1a firm to each other ground connected.

图31至35显示了根据本发明第六个实施例的钢筋连接件。第六个实施例的一般结构和元件与第五个实施例是相同的,除了通过采用压力机将具有预定厚度的钢板塑性变形而制造出各自具有恒定的厚度的套筒2e和楔子4e之外。这样,楔子2e整体上具有恒定的厚度。许多肋座26通过压模沿着楔子2e形成,并且在套筒2e的外表面与肋座26对应的位置处形成有许多半圆形凸起,作为纬向肋22。而且,楔子4e是通过采用压力机使钢板塑性变形而制成的,以致中间段47的厚度与每一锁定部45的厚度相等。为了防止楔子4e从盖形件3e与套筒2e的锁定部27之间的插入位置非所希望地移开,在平行面43上形成有锯齿面43a,或者,与楔子4e的引导端41相接触的套筒2e的每一锁定部27形成比楔子4e的每一锁定部45的宽度稍小的宽度,如此套筒2e的锁定部27牢固地锁住楔子4e的锁定部45。如图32所示,楔子4e的中间段47的锤击端42朝着与楔子4e的平行面43相对的方向凸起,从而形成了“V”形的凸起部,如此的凸起部增大了楔子4e的锤击面积,从而使楔子4e容易被锤入。而且,具有恒定厚度的钢板被切削成梯形,然后采用压力机将其在两个边缘上向上弯曲,以形成楔子4e的锁定部45。斜面46沿着每一锁定部45以这样的方式形成,即,斜面46的高度从每一锁定部45的第一端部到其第二端部是逐渐减小的。31 to 35 show a reinforcing bar connector according to a sixth embodiment of the present invention. The general structure and elements of the sixth embodiment are the same as those of the fifth embodiment, except that the sleeve 2e and the wedge 4e each having a constant thickness are produced by plastically deforming a steel plate having a predetermined thickness using a press. . Thus, the wedge 2e has a constant thickness as a whole. A plurality of rib seats 26 are formed along the wedge 2e by die molding, and a plurality of semicircular protrusions are formed on the outer surface of the sleeve 2e at positions corresponding to the rib seats 26 as weft ribs 22 . Also, the wedge 4e is formed by plastically deforming a steel plate using a press so that the thickness of the middle section 47 is equal to the thickness of each locking portion 45 . In order to prevent the wedge 4e from dislodging undesirably from the insertion position between the cover 3e and the locking portion 27 of the sleeve 2e, a serrated surface 43a is formed on the parallel surface 43, or, opposite to the leading end 41 of the wedge 4e. Each locking portion 27 of the sleeve 2e in contact is formed with a width slightly smaller than that of each locking portion 45 of the wedge 4e, so that the locking portion 27 of the sleeve 2e securely locks the locking portion 45 of the wedge 4e. As shown in Figure 32, the hammering end 42 of the middle section 47 of the wedge 4e protrudes toward the direction opposite to the parallel surface 43 of the wedge 4e, thereby forming a "V"-shaped raised portion, such raised portion increases The hammering area of the wedge 4e is enlarged, so that the wedge 4e is easily hammered in. Also, a steel plate having a constant thickness is cut into a trapezoidal shape and then bent upward on both edges using a press to form the locking portion 45 of the wedge 4e. The slope 46 is formed along each locking portion 45 in such a manner that the height of the slope 46 gradually decreases from the first end to the second end of each locking portion 45 .

如图33所示,“V”形槽44沿着楔子4e的中间段47轴向形成,用于减少与盖形件3e相接触的表面积。As shown in FIG. 33, a "V"-shaped groove 44 is axially formed along the middle section 47 of the wedge 4e for reducing the surface area in contact with the cover 3e.

采用根据第六个实施例的钢筋连接件而进行的钢筋连接方法与第五个实施例相同。The method of connecting steel bars using the steel bar connector according to the sixth embodiment is the same as that of the fifth embodiment.

此外,在楔子4,4a,4b,4c,4d,4e的中间段47的外表面上配置了刻度尺48,从锤击端42伸向预定位置。因此,当由同一个制造企业生产的具有相同标准的钢筋彼此连接时,刻度尺48能够使楔子4,4a,4b,4c,4d,4e被插入到套筒2,2a,2b,2c,2d,2e中的预定位置。随后的连接操作如此进行,即,采用刻度尺48,将楔子4,4a,4b,4c,4d,4e插入到套筒2,2a,2b,2c,2d,2e中的预定位置。这样,刻度尺48能够获得均匀连接的钢筋,并且也能保证后续检查容易地进行。In addition, a scale 48 is provided on the outer surface of the middle section 47 of the wedges 4, 4a, 4b, 4c, 4d, 4e, extending from the hammering end 42 to a predetermined position. Thus, the scale 48 enables the wedges 4, 4a, 4b, 4c, 4d, 4e to be inserted into the sleeves 2, 2a, 2b, 2c, 2d when steel bars of the same standard produced by the same manufacturing company are connected to each other. , the intended location in 2e. The subsequent connecting operation is carried out by inserting the wedges 4, 4a, 4b, 4c, 4d, 4e into the sleeves 2, 2a, 2b, 2c, 2d, 2e at predetermined positions using the scale 48. In this way, the scale 48 makes it possible to obtain uniformly connected bars and also to ensure that subsequent inspections are easily performed.

考虑到适宜性、生产成本和其它方面,根据本发明钢筋连接件的元件可以选自铸钢、铸铁、钢板、高强度塑料、特殊合金等制成。而且,考虑到材料和可使用性,元件的加工可通过包括铸造、锻造、压制和注模等多种方法进行。Considering the suitability, production cost and other aspects, the components of the steel bar connector according to the present invention can be made from cast steel, cast iron, steel plate, high-strength plastic, special alloy and the like. Also, in consideration of materials and workability, processing of elements can be performed by various methods including casting, forging, pressing, and injection molding.

工业实用性Industrial Applicability

如上所述,本发明提供了一种包括在其一面上敞开的套筒、盖形件和楔子的钢筋连接件,从而使钢筋能够快速而简便地彼此连接,并且使钢筋的相连接部分具有高的强度。As described above, the present invention provides a rebar connector comprising a sleeve open on one side thereof, a cover and a wedge, thereby enabling rebars to be connected to each other quickly and easily, and allowing the connected parts of the rebars to have a high Strength of.

根据本发明的钢筋连接件,钢筋是通过将楔子插入在其一面上敞开的套筒中而彼此被连接起来,从而使得连接操作能够快速地进行,并且使得钢筋的相连接部分具有高的强度,由此减少了造价并缩短了工时。According to the steel bar connector of the present invention, the steel bars are connected to each other by inserting the wedge into the sleeve which is open on one side thereof, so that the connecting operation can be performed quickly and the connected parts of the steel bars have high strength, This reduces the cost and shortens the working hours.

根据本发明的钢筋连接件,一些元件可通过采用压力机用钢板制成,从而能够进行钢筋连接件的批量生产,并且因此减少了钢筋连接件的成本。According to the rebar connector of the present invention, some elements can be made of steel plates by using a press, thereby enabling mass production of the rebar connector and thus reducing the cost of the rebar connector.

根据本发明,钢筋连接件能够使钢筋在其端部沿一定长度搭接时而彼此连接起来。在此情况下,与采用捆扎钢丝使钢筋彼此连接的情况相比,钢筋的相连接部分具有较高的强度,并且钢筋的搭接长度较短,从而使得相邻的相连接钢筋之间的距离增大,由此使混凝土进入相连接钢筋之间空间的浇注操作能够容易地进行,因而增加了钢筋混凝土结构的强度。According to the invention, a rebar connector enables rebars to be connected to each other when their ends overlap along a length. In this case, compared with the case where the steel bars are connected to each other using binding wires, the connected parts of the steel bars have higher strength, and the overlapping length of the steel bars is shorter, so that the distance between the adjacent connected steel bars increased, thereby enabling the pouring operation of concrete into the space between the connected steel bars to be easily performed, thereby increasing the strength of the reinforced concrete structure.

本发明的钢筋连接件能够连接具有相同标准的、但在钢筋的尺寸上可能有略微差别的钢筋。而且,该钢筋连接件能够使钢筋彼此连接,只要钢筋具有同样形状的纬向肋,而不管钢筋的纬向肋是圆形的还是半圆形的。The rebar connector of the present invention is capable of connecting rebars that are of the same standard, but may differ slightly in the size of the rebar. Also, the rebar connector is capable of connecting rebars to each other as long as the rebars have weft ribs of the same shape, regardless of whether the weft ribs of the rebar are circular or semicircular.

本发明的钢筋连接件允许钢筋连接件的元件通过简单的方法制成,从而减少了生产成本。The rebar connector of the invention allows the elements of the rebar connector to be manufactured in a simple manner, thereby reducing production costs.

根据本发明,钢筋连接件包括处于楔子的预定部分的刻度尺,从而使楔子插入到套筒的预定位置,由此能够获得均匀连接的钢筋,并保证了后续检查容易进行。According to the present invention, the rebar connector includes a scale at a predetermined portion of the wedge so that the wedge is inserted into a predetermined position of the sleeve, thereby enabling uniformly connected rebars and ensuring easy follow-up inspection.

虽然为了说明目的而公开了本发明的优选实施例,但是那些本领域技术人员能够体会到,只要不脱离所附权利要求中所公开的本发明的范围和精神,各种各样的修改体、加成体和替代体也是可能的。While the preferred embodiments of the present invention have been disclosed for illustrative purposes, those skilled in the art will appreciate that various modifications, modifications, Additives and substitutions are also possible.

Claims (22)

1.一种用于使第一和第二钢筋彼此连接的钢筋连接件,第一和第二钢筋各自包含许多的纬向肋和经向肋,所述钢筋连接件包括:1. A rebar connector for connecting first and second rebars to each other, the first and second rebars each comprising a plurality of weft and warp ribs, said rebar connector comprising: 一个在其一面上轴向敞开的柱形套筒,该套筒包括:A cylindrical sleeve, axially open on one side, comprising: 一对第一固定槽,该固定槽轴向并排地配置在套筒中,如此,第一和第二钢筋的端部被装于第一固定槽中并排安置,第一固定槽各自具有半圆形的截面,并且槽深约相当于第一和第二钢筋各自直径的一半,许多第一肋座配置在第一固定槽各自的预定部分,以使第一和第二钢筋各自的纬向肋安置于其中;A pair of first fixing grooves, the fixing grooves are arranged axially side by side in the sleeve, so that the ends of the first and second steel bars are installed side by side in the first fixing grooves, the first fixing grooves each have a semicircle Shaped section, and the groove depth is about half of the respective diameters of the first and second steel bars, and many first rib seats are arranged in respective predetermined parts of the first fixing groove, so that the respective latitudinal ribs of the first and second steel bars housed in it; 一个盖形件,用于盖住装入套筒的第一固定槽中的第一和第二钢筋,该盖形件在其预定表面上具有一对第二固定槽,该第二固定槽并排安置以与第一固定槽相对应,许多第二肋座配置在第二固定槽各自的预定部分,以使第一和第二钢筋各自的纬向肋安置于其中;以及a cover-shaped member for covering the first and second steel bars fitted into the first fixing groove of the sleeve, the cover-shaped member having a pair of second fixing grooves on its predetermined surface, the second fixing grooves being side by side disposed to correspond to the first fixing groove, a plurality of second rib seats are disposed at respective predetermined portions of the second fixing groove so that respective weft ribs of the first and second reinforcing bars are seated therein; and 一个楔子,从套筒的一端轴向插入套筒中,用于楔住套筒中的盖形件及第一和第二钢筋。A wedge is inserted axially into the sleeve from one end of the sleeve for wedging the cap and the first and second bars in the sleeve. 2.根据权利要求1的钢筋连接件,其中2. A rebar connector according to claim 1, wherein 所述套筒包含第一锁定部,第一锁定部沿套筒敞开面的相对的两个边缘设置,和沿着第一锁定部各自的内表面形成的第一斜面,以及The sleeve includes first locking portions disposed along two opposite edges of the open surface of the sleeve, and first slopes formed along respective inner surfaces of the first locking portions, and 所述楔子包含第二锁定部,第二锁定部沿楔子的预定表面的相对边设置,和沿着第二锁定部各自的外表面形成的第二斜面,如此,套筒的第一锁定部与楔子的第二锁定部相啮合,同时,套筒的第一斜面与楔子的第二斜面相接触。The wedge includes second locking portions disposed along opposite sides of a predetermined surface of the wedge, and second slopes formed along respective outer surfaces of the second locking portions, so that the first locking portion of the sleeve is aligned with the The second locking portion of the wedge is engaged while the first slope of the sleeve is in contact with the second slope of the wedge. 3.根据权利要求1的钢筋连接件,其中3. A rebar connector according to claim 1, wherein 所述盖形件比套筒长,长出第一和第二钢筋各自纬向肋之间间隔的一半,所述盖形件包含形成在与第二固定槽相对一面的第一平行面,和在第一平行面的预定部分上形成的第一锯齿面,以及the cover is longer than the sleeve by half of the space between the respective weft ribs of the first and second bars, the cover includes a first parallel surface formed on a side opposite to the second fixing groove, and a first sawtooth face formed on a predetermined portion of the first parallel face, and 所述楔子包含第二平行面,该第二平行面在与盖形件的第一平行面相接触的位置,和在第二平行面的预定部分上形成的第二锯齿面,并且沿着第二锯齿面在轴向方向上至少形成一个槽。The wedge includes a second parallel surface at a position in contact with the first parallel surface of the cover, and a second sawtooth surface formed on a predetermined portion of the second parallel surface, and along the second The serrated surface forms at least one groove in the axial direction. 4.根据权利要求1的钢筋连接件,其中,套筒的第一固定槽还包含配置在第一肋座之间的第一补充肋座,并且盖形件的第二固定槽还包含配置在第二肋座之间的第二补充肋座。4. The steel bar connector according to claim 1, wherein the first fixing groove of the sleeve further includes first supplementary rib seats arranged between the first rib seats, and the second fixing groove of the cover further includes a second fixing groove arranged between the first rib seats. A second supplementary rib seat between the second rib seats. 5.根据权利要求1的钢筋连接件,其中所述套筒包含:5. The rebar connector of claim 1, wherein said sleeve comprises: 设置在套筒外表面的许多纬向肋和经向肋,其具有与第一和第二钢筋的纬向肋和经向肋相同的形状。A plurality of weft and warp ribs provided on the outer surface of the sleeve has the same shape as the weft and warp ribs of the first and second bars. 6.根据权利要求1的钢筋连接件,其中,第一和第二钢筋仅仅通过将楔子装配进套筒中而彼此连接。6. A rebar connector according to claim 1, wherein the first and second rebars are connected to each other only by fitting wedges into the sleeves. 7.根据权利要求6的钢筋连接件,其中所述楔子包含:7. A rebar connector according to claim 6, wherein said wedge comprises: 一个斜切的引导端;a bevelled leading end; 一个设置在所述楔子的平行面上的锯齿面;及a serrated face disposed on a parallel face of said wedge; and 一个设置在所述楔子平行面的中间段的锤击端的凸起部。A raised portion provided on the hammering end of the middle section parallel to the wedge. 8.根据权利要求6的钢筋连接件,其中所述套筒的第一锁定部从套筒侧壁的上缘向外延伸,以与侧壁垂直,和沿着第一锁定部各自的下表面形成的第一斜面,并且8. The steel bar connector according to claim 6, wherein the first locking portions of the sleeve extend outwardly from the upper edge of the side wall of the sleeve so as to be perpendicular to the side wall, and along respective lower surfaces of the first locking portions the first slope formed, and 所述楔子的第二锁定部从楔子的中间段的两对边向外延伸,且在朝向锯齿面弯曲以形成“U”形截面之前先向下弯曲,和沿着第二锁定部各自的上表面形成的第二斜面。The second locking portion of the wedge extends outwardly from opposite sides of the mid-section of the wedge, and is bent downwardly before bending towards the serrated face to form a “U” shaped cross-section, and along the respective upper sides of the second locking portion. The second slope formed by the surface. 9.根据权利要求1的钢筋连接件,其中所述套筒和所述楔子各自通过采用压力机使具有预定厚度的钢板塑性变形而制成具有恒定的厚度。9. The reinforcing bar connector according to claim 1, wherein each of the sleeve and the wedge is made to have a constant thickness by plastically deforming a steel plate having a predetermined thickness using a press. 10.根据权利要求9的钢筋连接件,其中所述套筒的第一锁定部各自的内表面所具有的宽度,比所述楔子的第二锁定部各自的宽度稍小,使得楔子的第二锁定部牢固地锁住套筒的第一锁定部。10. The steel bar connector according to claim 9, wherein the respective inner surfaces of the first locking portions of the sleeves have a width slightly smaller than the respective widths of the second locking portions of the wedges such that the second locking portions of the wedges The locking portion securely locks the first locking portion of the sleeve. 11.根据权利要求9的钢筋连接件,其中所述楔子的中间段的锤击端朝着与楔子的平行面相反的方向凸起,从而形成一个凸起部。11. A rebar connector according to claim 9, wherein the hammer end of the mid-section of the wedge is raised against the parallel face of the wedge to form a raised portion. 12.根据权利要求9的钢筋连接件,其中所述楔子的中间段包含一个沿着中间段的整个长度而轴向形成的槽。12. A rebar connector according to claim 9, wherein the midsection of said wedge includes a slot formed axially along the entire length of the midsection. 13.根据权利要求1的钢筋连接件,其中所述套筒包含在套筒的内表面上所形成的一个第一固定槽,并且所述盖形件包含与套筒的第一固定槽相对应的一个第二固定槽,并且所述楔子由一对楔子构成。13. The steel bar connector according to claim 1, wherein said sleeve includes a first fixing groove formed on the inner surface of the sleeve, and said cover-shaped member includes a first fixing groove corresponding to the first fixing groove of the sleeve. A second fixing slot, and the wedge is composed of a pair of wedges. 14.根据权利要求13的钢筋连接件,其中形成的所述套筒的第一锁定部的第一斜面在从套筒的中心部分到套筒的两端的方向上所具有的直径是逐渐增大的,使得成对的楔子能够从其直径上逐渐增大的两端插入到套筒中,并且在所述套筒的第一固定槽的中心部分和在所述盖形件的第二固定槽的中心部分分别设置了第一和第二凹陷,第一和第二凹陷的深度要深于第一和第二肋座。14. The steel bar connector according to claim 13, wherein the first slope of the first locking portion of the sleeve is formed to have a diameter gradually increasing in a direction from a central portion of the sleeve to both ends of the sleeve. so that a pair of wedges can be inserted into the sleeve from its diameter-increasing ends, and in the central portion of the first fixing groove of the sleeve and in the second fixing groove of the cover The central part of the first and second depressions are respectively provided with depths of the first and second depressions to be deeper than the first and second rib seats. 15.根据权利要求13的钢筋连接件,其中所述盖形件比所述套筒要长,长出约第二肋座之间间隔的一半,并且所述盖形件包含在盖形件相对端的外肋座,盖形件的第一平行面是平的,并且与盖形件的第一平行面相接触的每一楔子的第二平行面的预定部分也是平的。15. A rebar connector according to claim 13, wherein said cap is longer than said sleeve by about half of the space between the second rib seats, and said cap is contained on the opposite side of the cap. The outer rib seat at the end, the first parallel face of the cover member is flat, and the predetermined portion of the second parallel face of each wedge which is in contact with the first parallel face of the cover member is also flat. 16.根据权利要求13的钢筋连接件,其中所述套筒的第一锁定部的第一斜面各自具有恒定的从第一锁定部各自的第一端到其第二端的斜角,并且16. A rebar connector according to claim 13, wherein the first bevels of the first locking portions of the sleeve each have a constant bevel angle from a respective first end of the first locking portion to a second end thereof, and 所述楔子由一个楔子构成,该楔子具有的长度几乎与所述盖形件的长度相等,楔子的第二锁定件的第二斜面各自具有恒定的从第二锁定部各自的第一端到其第二端的斜角。Said wedge is constituted by a wedge having a length almost equal to the length of said cover member, the second slopes of the second locking parts of the wedge each having a constant length extending from the respective first end of the second locking part to its respective first end. The bevel of the second end. 17.根据权利要求16的钢筋连接件,其中所述套筒和所述楔子各自通过采用压力机使预定厚度的钢板塑性变形而制成具有恒定的厚度。17. The reinforcing bar connector according to claim 16, wherein each of the sleeve and the wedge is made to have a constant thickness by plastically deforming a steel plate of a predetermined thickness using a press. 18.根据权利要求17的钢筋连接件,其中所述套筒的第一锁定部各自的内表面所具有的宽度,比所述楔子的第二锁定部各自的宽度要小,从而使得楔子的第二锁定部牢固地锁住套筒的第一锁定部。18. A rebar connector according to claim 17, wherein the respective inner surfaces of the first locking portions of the sleeves have a width smaller than the respective widths of the second locking portions of the wedges such that the first locking portions of the wedges The second locking part firmly locks the first locking part of the sleeve. 19.根据权利要求17的钢筋连接件,其中所述楔子的中间段的锤击端朝着与楔子的第二平行面相对的方向凸起,从而形成了一个凸起部。19. A rebar connector according to claim 17, wherein the hammer end of the intermediate section of the wedge is raised towards a direction opposite the second parallel face of the wedge, thereby forming a raised portion. 20.根据权利要求17的钢筋连接件,其中所述楔子的中间段包含一个沿着中间段的整个长度轴向形成的槽。20. A rebar connector according to claim 17, wherein the midsection of said wedge includes a slot formed axially along the entire length of the midsection. 21.根据权利要求13或16的钢筋连接件,其中所述楔子包含一个沿着楔子的平行面轴向设置的槽。21. A reinforcing bar connector according to claim 13 or 16, wherein said wedge comprises a slot axially disposed along a parallel face of the wedge. 22.根据权利要求1、6、9、13、16、和17的任一项的钢筋连接件,其中所述楔子还包含在楔子的中间段的外表面上的一刻度尺。22. A rebar connector according to any one of claims 1, 6, 9, 13, 16, and 17, wherein the wedge further comprises a scale on the outer surface of the midsection of the wedge.
CNB2004800020207A 2003-01-08 2004-01-07 Rebar connector Expired - Fee Related CN100363576C (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020030000955A KR100584014B1 (en) 2003-01-08 2003-01-08 Rebar connector
KR1020030000955 2003-01-08

Publications (2)

Publication Number Publication Date
CN1723324A true CN1723324A (en) 2006-01-18
CN100363576C CN100363576C (en) 2008-01-23

Family

ID=36729280

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2004800020207A Expired - Fee Related CN100363576C (en) 2003-01-08 2004-01-07 Rebar connector

Country Status (5)

Country Link
US (1) US20060053735A1 (en)
JP (1) JP2006515393A (en)
KR (1) KR100584014B1 (en)
CN (1) CN100363576C (en)
WO (1) WO2004063487A1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105089206A (en) * 2015-08-02 2015-11-25 长安大学 Steel bar connecting device for precast concrete component and steel bar connecting method for precast concrete component
CN106151186A (en) * 2016-06-24 2016-11-23 刘祥锦 A kind of rebar connector, method of attachment, jointing and dedicated extruded mould
CN106363107A (en) * 2016-11-09 2017-02-01 河北易达钢筋连接技术有限公司 Buckling device and machine tool for reinforcing steel bar connection
CN107700361A (en) * 2017-09-28 2018-02-16 上海应用技术大学 A kind of dumb-bell shape grout sleeve and the method that assembling construction is carried out with the grout sleeve
CN112942687A (en) * 2021-03-29 2021-06-11 中建八局第二建设有限公司 Portable linkage gear device for quickly connecting steel bar sleeves

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101132685B1 (en) * 2004-08-11 2012-06-21 김용근 Reinforcing bar coupler
US20100088995A1 (en) * 2006-08-10 2010-04-15 Satoshi Murayama Reinforcing bar joint
EP1898017A1 (en) * 2006-09-08 2008-03-12 Dextra Asia Device for connecting bars end-to-end
JP5630554B1 (en) * 2013-10-31 2014-11-26 有限会社今村精工 Method for forming joint structure of deformed steel bar
US9644369B2 (en) * 2013-12-24 2017-05-09 Reigstad & Associates, Inc. Post-tension concrete leave out splicing system and method
AU354301S (en) * 2014-02-18 2014-03-13 Nexus Couplers Pty Ltd A concrete reinforcing bar coupler part
AU354302S (en) * 2014-02-18 2014-03-13 Nexus Couplers Pty Ltd A concrete reinforcing bar coupler part
KR101533611B1 (en) * 2014-11-12 2015-07-06 윤용수 steel reinforcement connecting device
DK3445925T3 (en) * 2016-04-22 2023-04-17 M3S Ip Pty Ltd ADJUSTABLE, COMPACT LIFTING COUPLING AND METHOD OF USE
KR102077081B1 (en) * 2017-09-28 2020-02-13 박천수 Device for jointing steel bar
USD1050871S1 (en) * 2020-06-11 2024-11-12 Jason M. Miller Reinforcing bar sleeve
US12310512B2 (en) 2023-01-13 2025-05-27 Rebar Support Products, Inc. Apparatus and method of vertically adjusting reinforcing support structure
USD1046603S1 (en) 2023-01-13 2024-10-15 Rebar Support Products, Inc. Rebar support
US12084863B1 (en) 2024-04-09 2024-09-10 T. J. Harris Company Coupler for concrete reinforcing members

Family Cites Families (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2441304A (en) * 1947-10-13 1948-05-11 Maxwell A West Cable clamp
US2983012A (en) * 1958-12-22 1961-05-09 Robert H Madden Cable clamp
JPS4514832Y1 (en) * 1966-08-26 1970-06-22
US3480309A (en) * 1967-07-19 1969-11-25 Kenneth D Harris Clamp
US3701555A (en) * 1969-11-24 1972-10-31 Kenneth D Harris Clamp
US4146951A (en) * 1976-06-22 1979-04-03 Howlett Machine Works Method and apparatus for tensioning concrete reinforcing tendons
JPH0436331Y2 (en) * 1985-07-30 1992-08-27
US4997306A (en) * 1990-06-18 1991-03-05 Soichi Kunoki Joint for reinforcing bars
US5127763A (en) * 1991-09-03 1992-07-07 Soichi Kunoki Clip joint for connection of reinforcing bars and a wedge used therein
CN2186274Y (en) * 1993-11-12 1994-12-28 宋阳生 Wedge-cone type reinforced bar joining apparatus
KR960022889U (en) * 1994-12-14 1996-07-20 박연종 Rebar soft crystal landing
US5909980A (en) * 1995-01-26 1999-06-08 Barsplice Products, Inc. Tubular coupler for concrete reinforcing bars
GB2304792A (en) * 1995-09-08 1997-03-26 Nastech Europ Ltd Snap connection system
JPH09165875A (en) * 1995-12-14 1997-06-24 Ozawa Tokushu Giken:Kk Joining metal fitting of deformed steel bar
US5794897A (en) * 1996-04-22 1998-08-18 Andrew Corporation Transmission line hanger, a method of attaching the hanger and the resulting assembly
JPH10152941A (en) * 1996-11-25 1998-06-09 Yasuo Shirokura Joint of bar-shaped body
US5941483A (en) * 1998-04-24 1999-08-24 Volvo Trucks North America, Inc. Service line clamp with cable tie mount
US6176051B1 (en) * 1999-04-26 2001-01-23 Felix L. Sorkin Splice chuck for use in a post-tension anchor system
KR19990064729A (en) * 1999-05-04 1999-08-05 김순수 A Mechanical Jointing Method of Two Reinforcing Rods and An Apparatus therefor
JP2001304210A (en) * 2000-04-24 2001-10-31 Suteekusu:Kk Rod body joining-together fitting
US7118299B2 (en) * 2001-01-23 2006-10-10 Erico International Corporation Reinforcing bar connection and method
KR100375655B1 (en) * 2001-02-14 2003-03-19 김용근 Reinforcing bar connector
US6560939B2 (en) * 2001-03-19 2003-05-13 Felix L. Sorkin Intermediate anchor and intermediate anchorage system for a post-tension system
US7007900B2 (en) * 2002-10-01 2006-03-07 Andrew Corporation Cable hanger

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105089206A (en) * 2015-08-02 2015-11-25 长安大学 Steel bar connecting device for precast concrete component and steel bar connecting method for precast concrete component
CN106151186A (en) * 2016-06-24 2016-11-23 刘祥锦 A kind of rebar connector, method of attachment, jointing and dedicated extruded mould
CN106151186B (en) * 2016-06-24 2018-04-03 刘祥锦 A kind of rebar connector, connection method, jointing and dedicated extruded mould
CN106363107A (en) * 2016-11-09 2017-02-01 河北易达钢筋连接技术有限公司 Buckling device and machine tool for reinforcing steel bar connection
CN106363107B (en) * 2016-11-09 2018-05-04 河北易达钢筋连接技术有限公司 Crimping device and bar connecting lathe
CN107700361A (en) * 2017-09-28 2018-02-16 上海应用技术大学 A kind of dumb-bell shape grout sleeve and the method that assembling construction is carried out with the grout sleeve
CN112942687A (en) * 2021-03-29 2021-06-11 中建八局第二建设有限公司 Portable linkage gear device for quickly connecting steel bar sleeves

Also Published As

Publication number Publication date
CN100363576C (en) 2008-01-23
WO2004063487A1 (en) 2004-07-29
JP2006515393A (en) 2006-05-25
KR100584014B1 (en) 2006-05-29
KR20040063505A (en) 2004-07-14
US20060053735A1 (en) 2006-03-16

Similar Documents

Publication Publication Date Title
CN1723324A (en) Reinforcing bar coupler
CN102597385B (en) High Strength Rebar Connectors
CN1218103C (en) Rebar coupler
CN1788129A (en) Joint equipment for steel reinforcing
CN118639761B (en) Connecting piece, building component and construction method
JP5213249B2 (en) Pile head structure of precast concrete pile and pile head formation method
KR102341669B1 (en) Rebar connector to induce plastic deformation
CN101208489A (en) connecting device
KR102392467B1 (en) Key Coupler for Rebar Connection
KR102019442B1 (en) rebar coupler
KR102019441B1 (en) rebar coupler
JP2012026088A (en) Connection method and connection structure of precast floor slab with loop-like joint
JP2008075251A (en) Method and structure for joining precast reinforced concrete beam members together
CN1084818C (en) Anchorage
KR102612981B1 (en) A Construction System for Precast Double Wall Structure and Construction Method Using the Same
KR101187379B1 (en) Screw type rebar coupler
KR200308578Y1 (en) Reinforcing bar coupler
KR102297176B1 (en) Easy to assemble truss girder and deck plate coupling spacer
JP4664065B2 (en) Caisson and its construction method
KR101224542B1 (en) A reinforcing bar connector
KR102501205B1 (en) Integral one-touch quick coupler for connecting reinforcing bar with reinforcing ring
WO2004079119A1 (en) Reinforcing bar coupler
JP4235080B2 (en) Precast concrete joint structure
CN1636101A (en) Reinforcing steel bar connector
CN111335303A (en) Prefabricated building structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080123

Termination date: 20100208