CN1723324A - Reinforcing bar coupler - Google Patents
Reinforcing bar coupler Download PDFInfo
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
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Abstract
Description
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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 |
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| CN1723324A true CN1723324A (en) | 2006-01-18 |
| CN100363576C CN100363576C (en) | 2008-01-23 |
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| CNB2004800020207A Expired - Fee Related CN100363576C (en) | 2003-01-08 | 2004-01-07 | Rebar connector |
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| US (1) | US20060053735A1 (en) |
| JP (1) | JP2006515393A (en) |
| KR (1) | KR100584014B1 (en) |
| CN (1) | CN100363576C (en) |
| WO (1) | WO2004063487A1 (en) |
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| CN106151186A (en) * | 2016-06-24 | 2016-11-23 | 刘祥锦 | A kind of rebar connector, method of attachment, jointing and dedicated extruded mould |
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| 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 |
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Granted publication date: 20080123 Termination date: 20100208 |