JP2009221823A - Connector of reinforcing bar - Google Patents

Connector of reinforcing bar Download PDF

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JP2009221823A
JP2009221823A JP2008070748A JP2008070748A JP2009221823A JP 2009221823 A JP2009221823 A JP 2009221823A JP 2008070748 A JP2008070748 A JP 2008070748A JP 2008070748 A JP2008070748 A JP 2008070748A JP 2009221823 A JP2009221823 A JP 2009221823A
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cylindrical body
reinforcing bar
wedge member
projecting portion
inward
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JP5120812B2 (en
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Harukatsu Kadoya
治克 角屋
Satoshi Murayama
聡 村山
Mitsuhiro Yoshida
光博 吉田
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Okabe Co Ltd
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Okabe Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a connector of a reinforcing bar, increasing the connecting force by preventing rotation of a cylindrical body. <P>SOLUTION: This connector 1 of the reinforcing bar includes a cylindrical body 2 and a wedge member 3, which have an elliptic section. In the cylindrical body 2, the ends 5a, 5b of the reinforcing bar can be inserted from openings 6a, 6b at both ends so that two reinforcing bars 4a, 4b are disposed in series on the same straight line. The cylindrical body 2 includes: a pair of tabular wall parts 8, 8; a half cylindrical wall part 7 connecting the tabular wall parts to each other on one side; and a pair of bent parts 10, 10 provided on the other side, wherein the paired tabular wall parts 8, 8 are provided with wedge penetrating holes 9a, 9a and wedge penetrating holes 9b, 9b. The paired bent parts 10, 10 are extended from the tabular wall parts 8, 8, and welded and fixed to each other in the mutually abutting state on the outer peripheral surfaces thereof, thereby constituting an inward projecting part 11 extended along the axial direction of the member of the cylindrical body 2 and projected from the inner surface of the cylindrical body 2 toward the inside of the cylindrical body. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、鉄筋同士を接合する際に適用される鉄筋の接合具に関する。   The present invention relates to a reinforcing bar joint applied when joining reinforcing bars.

鉄筋は、通常、配筋時の作業性等を勘案して所定長に加工されるため、現場での接合作業が不可欠となるが、このような鉄筋同士を接合する手段として、断面が長円状をなす鋼製の筒体と楔部材とからなる接合具を介して、2本の鉄筋を接合する方法が知られている。   Reinforcing bars are usually processed to a predetermined length in consideration of the workability at the time of bar arrangement, so on-site joining work is indispensable, but as a means of joining such reinforcing bars, the cross section is oblong. There is known a method of joining two reinforcing bars through a joining tool made of a steel tubular body and a wedge member.

かかる接合具によれば、筒体内に2本の鉄筋端部をそれぞれ逆方向から挿入し、次いで筒体に設けられた楔挿通孔から2本の鉄筋の間に楔部材を打込むことにより、鉄筋を相互に接合することができる(特許文献1及び非特許文献1参照)。   According to such a connector, by inserting the two reinforcing bar ends from the opposite directions into the cylindrical body, and then driving the wedge member between the two reinforcing bars from the wedge insertion hole provided in the cylindrical body, Reinforcing bars can be joined to each other (see Patent Document 1 and Non-Patent Document 1).

ところが、断面が長円状をなす鋼製の筒体と楔部材とからなる接合具の場合、長円状の筒体に2本の鉄筋端部を互い違いに挿入するという構造上、接合箇所において鉄筋の材軸直交方向に沿ったずれが2本の鉄筋間に生じる。   However, in the case of a joining tool composed of a steel cylinder and a wedge member having an oval cross section, the two reinforcing bar ends are inserted alternately into the oval cylinder, so that at the joint location. A deviation along the direction perpendicular to the material axis of the reinforcing bar occurs between the two reinforcing bars.

そのため、同一直線状に沿って鉄筋を接合することができなくなり、配筋ピッチが鉄筋径に比べて十分に大きい場合はともかく、耐震基準が厳しく鉄筋量が多くなりがちな我が国では、所定のあきやかぶりを確保しつつ設計通りに配筋することが難しい。   For this reason, it is impossible to join reinforcing bars along the same straight line, and in Japan, where seismic standards are strict and the amount of reinforcing bars tends to be large, regardless of the bar arrangement pitch being sufficiently larger than the reinforcing bar diameter, the prescribed clearance is required. It is difficult to arrange the bars as designed while securing the cover.

また、2本の鉄筋に引張力が作用した場合、上述した材軸直交方向のずれに起因して筒体が回転し、鉄筋と楔部材との係合が緩んでしまうとともに、筒体の回転に伴って鉄筋に曲げモーメントが発生し、引張力のみが作用する場合よりも小さい引張荷重で鉄筋が破断する懸念もある。   In addition, when a tensile force acts on the two reinforcing bars, the cylinder rotates due to the above-described deviation in the direction perpendicular to the material axis, and the engagement between the reinforcing bars and the wedge member becomes loose, and the cylinder rotates. Accordingly, a bending moment is generated in the reinforcing bar, and there is a concern that the reinforcing bar breaks with a smaller tensile load than when only the tensile force acts.

実公昭58−32498号公報Japanese Utility Model Publication No. 58-32498

ERICO International Corporation、[平成18年8月2日検索]、インターネット<URL : http://www.erico.com/products/QuickWedge.asp>ERICO International Corporation, [Search August 2, 2006], Internet <URL: http://www.erico.com/products/QuickWedge.asp>

かかる状況下、本出願人は、筒体の回転を防止して接合力を高めることが可能な鉄筋の接合具の開発に成功した。   Under such circumstances, the present applicant has succeeded in developing a reinforcing bar joint that can prevent the rotation of the cylinder and increase the joining force.

この接合具は、2本の鉄筋が同一の直線上に直列に配置されるように該各鉄筋の端部を両端の開口からそれぞれ挿入可能な断面形状が長円状の筒体と、各鉄筋の端部が筒体内に挿入された状態でそれらと並列になるように筒体内に挿通される荷重伝達ロッドと、筒体を構成する一対の平板状壁部の対向位置にそれぞれ形成された楔挿通孔に挿通される楔部材とからなるとともに、楔部材を、一方の鉄筋と荷重伝達ロッドとの間に打ち込まれる第1の楔部材と、他方の鉄筋と荷重伝達ロッドとの間に打ち込まれる第2の楔部材とで構成してある。   This connector has a cylindrical body with an oval cross-sectional shape in which the ends of each reinforcing bar can be inserted from the openings at both ends so that the two reinforcing bars are arranged in series on the same straight line, and each reinforcing bar Load transmission rods inserted into the cylinder so that the ends of the cylinders are in parallel with the ends of the cylinder and wedges formed at opposing positions of the pair of flat wall portions constituting the cylinder The wedge member is inserted into the insertion hole, and the wedge member is driven between the first reinforcing member and the load transmission rod, and the first reinforcing member and the load transmission rod. It is comprised with the 2nd wedge member.

かかる鉄筋の接合具によれば、荷重伝達ロッドをあらたに導入することによって、2本の鉄筋を同一の直線上に直列に配置した状態でも引張荷重を確実に伝達させることが可能となり、かくして、筒体の回転を防止しつつ鉄筋の引張強さを十分に発揮させることができる。   According to such a reinforcing bar joint, by newly introducing the load transmission rod, it becomes possible to reliably transmit the tensile load even in a state where the two reinforcing bars are arranged in series on the same straight line, thus, The tensile strength of the reinforcing bars can be sufficiently exhibited while preventing the rotation of the cylinder.

しかしながら、部品点数が増えた分、コスト高となるため、主たる適用範囲は、高品質が要求される構造物や部位となり、経済性に優れた接合具を別途開発する余地があった。   However, as the number of parts increases, the cost increases, so the main application range is a structure or a part that requires high quality, and there is room for separately developing a connector with excellent economic efficiency.

本発明は、上述した事情を考慮してなされたもので、筒体の回転を防止して接合力を高めることが可能でかつ経済性にも優れた鉄筋の接合具を提供することを目的とする。   The present invention has been made in consideration of the above-described circumstances, and an object of the present invention is to provide a reinforcing bar joint that can increase the joining force by preventing the rotation of a cylindrical body and is excellent in economy. To do.

上記目的を達成するため、本発明に係る鉄筋の接合具は請求項1に記載したように、2本の鉄筋が同一の直線上に直列に配置されるように該各鉄筋の端部を両端の開口からそれぞれ挿入可能な断面形状が長円状の筒体と、該筒体を構成する一対の平板状壁部の対向位置にそれぞれ形成された楔挿通孔に挿通される楔部材とを備えるとともに、前記筒体の内側に向かって該筒体の内面から突出する内方突設部を前記筒体の材軸方向に沿って延設してなり、前記楔部材は、前記2本の鉄筋のうち、一方の鉄筋と前記内方突設部との間に打ち込まれる第1の楔部材と、他方の鉄筋と前記内方突設部との間に打ち込まれる第2の楔部材とからなるものである。   In order to achieve the above-described object, the reinforcing bar joint according to the present invention, as described in claim 1, is configured so that the ends of the reinforcing bars are arranged at both ends so that the two reinforcing bars are arranged in series on the same straight line. Each of which has an oval cross-sectional shape that can be inserted through each of the openings, and a wedge member that is inserted into a wedge insertion hole that is formed at a position opposite to the pair of flat plate wall portions that constitute the cylindrical body. In addition, an inward projecting portion projecting from the inner surface of the cylindrical body toward the inside of the cylindrical body extends along the material axis direction of the cylindrical body, and the wedge member includes the two reinforcing bars. The first wedge member driven between one reinforcing bar and the inner projecting portion and the second wedge member driven between the other reinforcing bar and the inner projecting portion. Is.

また、本発明に係る鉄筋の接合具は、矩形状鋼板を筒状に曲げ加工して前記筒体を形成するとともに、該矩形状鋼板の両側に形成された一対の屈曲部をそれらの外周面で互いに当接させかつ内方に突出させることで前記内方突設部を形成したものである。   Further, the reinforcing bar joint according to the present invention is formed by bending a rectangular steel plate into a cylindrical shape to form the cylindrical body, and a pair of bent portions formed on both sides of the rectangular steel plate are arranged on the outer peripheral surface thereof. The inward protruding portions are formed by abutting each other and projecting inward.

また、本発明に係る鉄筋の接合具は、矩形状鋼板を筒状に曲げ加工して前記筒体を形成し、該矩形状鋼板の両側に位置する一対の縁部のうち、一方の縁部に前記内方突設部を形成するとともに、他方の縁部に内方折曲げ部を形成し、前記内方突設部の背後に形成された外側凹部に前記内方折曲げ部を係合したものである。   Further, the reinforcing bar joint according to the present invention is formed by bending a rectangular steel plate into a cylindrical shape to form the cylindrical body, and one of the pair of edges located on both sides of the rectangular steel plate. And forming an inwardly bent portion at the other edge and engaging the inwardly bent portion with an outer recess formed behind the inwardly protruding portion. It is a thing.

また、本発明に係る鉄筋の接合具は、前記筒体をその断面形状が閉鎖断面となるように構成するとともに、該筒体の一部を内方に屈曲させた断面にすることで前記内方突設部を形成したものである。   In the reinforcing bar joint according to the present invention, the cylindrical body is configured so that the cross-sectional shape thereof is a closed cross section, and a part of the cylindrical body is bent inward to form the inner part. This is a method in which a direction projecting portion is formed.

また、本発明に係る鉄筋の接合具は、前記筒体をその断面形状が閉鎖断面となるように構成するとともに、該筒体の一部を肉厚に形成した断面にすることで前記内方突設部を形成したものである。   Further, the reinforcing bar joint according to the present invention is configured so that the cylindrical body is configured so that a cross-sectional shape thereof is a closed cross section, and a part of the cylindrical body is formed into a thick cross section. A projecting portion is formed.

本出願人は上述したように、筒体の回転を防止して接合力を高めるべく、あらたな鉄筋の接合具の開発に成功した。そして、かかる鉄筋の接合具によれば、荷重伝達ロッドの導入により、2本の鉄筋を同一の直線上に直列に配置した状態であっても引張荷重を確実に伝達させることが可能となる。   As described above, the present applicant has succeeded in developing a new reinforcing bar joint to prevent the rotation of the cylinder and increase the joining force. And, according to such a reinforcing bar joint, it is possible to reliably transmit a tensile load even when two reinforcing bars are arranged in series on the same straight line by introducing a load transmission rod.

しかしながら、かかる接合具においては、荷重伝達ロッドが必須となるため、従来の接合具より部品点数が増える。本出願人は、部品点数を増やすことなく、2本の鉄筋を、同一の直線上に直列に配置した状態で互いに接合することができないか、研究を積み重ねた結果、荷重伝達ロッドがなくても、上述した接合形態で2本の鉄筋を強固に接合することが可能な接合具をあらたに開発した。   However, in such a connector, since a load transmission rod is essential, the number of parts is increased as compared with the conventional connector. The present applicant has studied whether or not two reinforcing bars can be joined to each other in a state of being arranged in series on the same straight line without increasing the number of parts. A new connector has been newly developed that can firmly bond two reinforcing bars in the above-described bonding configuration.

すなわち、本発明に鉄筋の接合具においては、筒体の内側に向かって該筒体の内面から突出する内方突設部を筒体の材軸方向に沿って延設し、筒体の両端開口からそれぞれ挿入された2本の鉄筋のうち、一方の鉄筋と内方突設部との間に第1の楔部材を打ち込むとともに、他方の鉄筋と内方突設部との間に第2の楔部材を打ち込む。   That is, in the reinforcing bar joint according to the present invention, the inward projecting portions projecting from the inner surface of the cylinder toward the inside of the cylinder extend along the material axis direction of the cylinder, and both ends of the cylinder Of the two reinforcing bars inserted from the opening, the first wedge member is driven between one reinforcing bar and the inner projecting portion, and the second between the other reinforcing bar and the inner projecting portion. The wedge member is driven.

このようにすると、2本の鉄筋に引張荷重が作用したとき、該引張荷重は、第1の楔部材を介して一方の鉄筋から内方突設部へと伝達され、さらに内方突設部から第2の楔部材を介して他方の鉄筋へと伝達される。   In this way, when a tensile load acts on the two reinforcing bars, the tensile load is transmitted from one reinforcing bar to the inward protruding portion via the first wedge member, and further, the inward protruding portion To the other rebar through the second wedge member.

ここで、第1の楔部材は一方の鉄筋と内方突設部にくい込み、第2の楔部材は他方の鉄筋と内方突設部にくい込むが、内方突設部は、筒体の材軸方向に沿って延設されており、該材軸を含む面内曲げに対し高い剛性を発揮する。   Here, the first wedge member is not easily inserted into one of the reinforcing bars and the inward protruding portion, and the second wedge member is not easily inserted into the other reinforcing bar and the inward protruding portion. It extends along the material axis direction and exhibits high rigidity against in-plane bending including the material axis.

したがって、第1及び第2の楔部材の鉄筋へのくい込み量が十分に確保されることとなり、2本の鉄筋に引張荷重が作用したとき、鉄筋の抜け出しが防止される。すなわち、本発明に係る内方突設部は、上述した荷重伝達ロッドに代わるものとして、筒体に一体形成されたものであると言える。   Accordingly, a sufficient amount of the first and second wedge members are inserted into the reinforcing bars, and when a tensile load is applied to the two reinforcing bars, the reinforcing bars are prevented from coming out. That is, it can be said that the inward projecting portion according to the present invention is integrally formed with the cylindrical body as an alternative to the above-described load transmission rod.

なお、2本の鉄筋が同一の直線上に直列に配置されているため、各鉄筋からの引張荷重は、同一の作用線上で筒体に作用し、したがって、従来のように筒体が回転するおそれはない。   Since the two reinforcing bars are arranged in series on the same straight line, the tensile load from each reinforcing bar acts on the cylinder on the same line of action, and therefore the cylinder rotates as in the prior art. There is no fear.

内方突設部は、筒体の内側に向かってその内面から突出しかつ該筒体の材軸方向に沿って延設されている限り、その構成については任意であり、例えば、矩形状鋼板を筒状に曲げ加工して前記筒体を形成するとともに、該矩形状鋼板の両側に位置する一対の縁部をそれらの外周面で互いに当接させかつ内方に突出させるようにしてもよい。   The inward projecting portion is optional as long as it protrudes from the inner surface toward the inside of the cylinder and extends along the material axis direction of the cylinder, for example, a rectangular steel plate The cylindrical body may be formed by bending into a cylindrical shape, and a pair of edges located on both sides of the rectangular steel plate may be brought into contact with each other on their outer peripheral surfaces and protrude inward.

また、矩形状鋼板を筒状に曲げ加工して前記筒体を形成し、該矩形状鋼板の両側に位置する一対の縁部のうち、一方の縁部に内方突設部を形成するとともに、他方の縁部に内方折曲げ部を形成し、内方突設部の背後に形成された外側凹部に前記内方折曲げ部を係合するようにしてもよい。   Further, the rectangular steel plate is bent into a cylindrical shape to form the cylindrical body, and an inward projecting portion is formed on one edge of the pair of edges located on both sides of the rectangular steel plate. Alternatively, an inner bent portion may be formed on the other edge portion, and the inner bent portion may be engaged with an outer concave portion formed behind the inner projecting portion.

また、筒体をその断面形状が閉鎖断面となるように構成するとともに、該筒体の一部を内方に屈曲させ、又は筒体の一部を肉厚に形成した断面にすることで内方突設部を形成するようにしてもよい。   Further, the cylindrical body is configured so that its cross-sectional shape is a closed cross section, and a part of the cylindrical body is bent inward, or a part of the cylindrical body is formed into a thick cross section. You may make it form a direction protrusion part.

なお、本発明における閉鎖断面とは、円筒状断面や長円状断面に代表される、開き箇所がない断面であって、周方向に沿った接線の角度が連続的に変化する場合を指すものとし、接線角度の変化が不連続になる場合、例えば、請求項2記載の2つの屈曲部のように、それらの当接位置で接線角度の変化が不連続になる場合を含まないものとする。   In addition, the closed cross section in the present invention refers to a cross section represented by a cylindrical cross section or an oval cross section having no open portion, and a case where the angle of a tangent along the circumferential direction changes continuously. When the change in the tangent angle is discontinuous, for example, it does not include the case where the change in the tangential angle becomes discontinuous at the contact position as in the two bent portions according to claim 2. .

以下、本発明に係る鉄筋の接合具の実施の形態について、添付図面を参照して説明する。なお、従来技術と実質的に同一の部品等については同一の符号を付してその説明を省略する。   Embodiments of a reinforcing bar connector according to the present invention will be described below with reference to the accompanying drawings. Note that components that are substantially the same as those of the prior art are assigned the same reference numerals, and descriptions thereof are omitted.

図1は、本実施形態に係る鉄筋の接合具を示した図である。同図でわかるように、本実施形態に係る鉄筋の接合具1は、断面形状が長円状の筒体2と楔部材3とからなる。   FIG. 1 is a view showing a reinforcing bar joint according to the present embodiment. As can be seen from the figure, the reinforcing bar joint 1 according to the present embodiment includes a cylindrical body 2 and a wedge member 3 having an oval cross-sectional shape.

筒体2は、両端に開口6a,6bを有しており、接合対象である2本の鉄筋4a,4bが同一の直線上に直列に配置されるように、該2本の鉄筋の端部5a,5bを両端の開口6a,6bからそれぞれ挿入できるようになっている。   The cylindrical body 2 has openings 6a and 6b at both ends, and end portions of the two reinforcing bars so that the two reinforcing bars 4a and 4b to be joined are arranged in series on the same straight line. 5a and 5b can be inserted from the openings 6a and 6b at both ends.

筒体2は、所定の離間距離で対向配置された一対の平板状壁部8,8と、該平板状壁部を一方の側で相互に接続する半円筒状壁部7と、他方の側にそれぞれ設けられた一対の屈曲部10,10とからなり、一対の平板状壁部8,8には、楔挿通孔9a,9aを互いに対向するように形成してあるとともに、同様の楔挿通孔9b,9bを、筒体2の材軸方向に沿って楔挿通孔9a,9aから離れた位置にて互いに対向するように形成してある。   The cylindrical body 2 includes a pair of flat wall portions 8 and 8 arranged to face each other at a predetermined separation distance, a semi-cylindrical wall portion 7 that connects the flat wall portions to each other on one side, and the other side. The pair of flat wall portions 8 and 8 are formed with wedge insertion holes 9a and 9a so as to face each other, and the same wedge insertion. The holes 9b, 9b are formed so as to face each other at positions away from the wedge insertion holes 9a, 9a along the material axis direction of the cylindrical body 2.

一対の屈曲部10,10は、平板状壁部8,8からそれぞれ延びており、それらの外周面で相互に当接された状態で溶接固定することにより、筒体2の材軸方向に沿って延設され該筒体の内側に向かって筒体2の内面から突出する内方突設部11となる。   The pair of bent portions 10, 10 extend from the flat wall portions 8, 8, respectively, and are welded and fixed in a state where they are in contact with each other on their outer peripheral surfaces, thereby along the material axis direction of the cylindrical body 2. The inner projecting portion 11 extends from the inner surface of the cylindrical body 2 and extends toward the inner side of the cylindrical body.

なお、後述するが、内方突設部11は楔部材3の打ち込みによって、その楔部材3が喰い込む必要があることから、予め、内方突設部11の突出高さを楔挿通孔の位置上に設定しておく。   As will be described later, since the wedge member 3 needs to bite into the inner projecting portion 11 when the wedge member 3 is driven, the projection height of the inner projecting portion 11 is set in advance in the wedge insertion hole. Set it on the position.

かかる筒体2を製作するにあたっては、矩形状鋼板を筒状に曲げ加工するとともに該矩形状鋼板の両側に屈曲部10,10を形成し、次いで、該屈曲部の外周面で互いに当接させて溶接固定すればよい。   In manufacturing such a cylindrical body 2, a rectangular steel plate is bent into a cylindrical shape, bent portions 10 and 10 are formed on both sides of the rectangular steel plate, and then brought into contact with each other on the outer peripheral surface of the bent portion. Can be fixed by welding.

楔部材3は、2本の鉄筋4a,4bのうち、一方の鉄筋である鉄筋4aの端部5aと内方突設部11との間に打ち込まれる第1の楔部材としての楔部材3aと、他方の鉄筋である鉄筋4bの端部5bと内方突設部11との間に打ち込まれる第2の楔部材としての楔部材3bとからなり、楔部材3aは、鉄筋4aの端部5aと内方突設部11との間に形成された楔挿通孔9a,9aに挿通され、楔部材3bは、鉄筋4bの端部5bと内方突設部11との間に形成された楔挿通孔9b,9bに挿通されるようになっている。   The wedge member 3 includes a wedge member 3a as a first wedge member that is driven between the end portion 5a of the reinforcing bar 4a, which is one of the two reinforcing bars 4a and 4b, and the inward protruding portion 11. The other reinforcing bar is a wedge member 3b as a second wedge member driven between the end 5b of the reinforcing bar 4b and the inwardly projecting portion 11, and the wedge member 3a is an end 5a of the reinforcing bar 4a. The wedge member 3b is inserted between the end portion 5b of the reinforcing bar 4b and the inward protruding portion 11 and is inserted into the wedge insertion holes 9a, 9a formed between the inner protruding portion 11 and the inner protruding portion 11. It is inserted through the insertion holes 9b, 9b.

楔部材3aは、鉄筋4aの端部5aと内方突設部11との間に打ち込まれたとき、筒体2の半円筒状壁部7から反力をとる形で端部5aと内方突設部11にくい込んでそれぞれと係合される。同様に、楔部材3bは、鉄筋4bの端部5bと内方突設部11との間に打ち込まれたとき、端部5bと内方突設部11にくい込んでそれぞれと係合される。   When the wedge member 3a is driven between the end portion 5a of the reinforcing bar 4a and the inwardly projecting portion 11, the wedge member 3a takes the reaction force from the semi-cylindrical wall portion 7 of the cylindrical body 2 and the inner portion 5a. The projecting portions 11 are engaged with each other. Similarly, when the wedge member 3b is driven between the end portion 5b of the reinforcing bar 4b and the inward projecting portion 11, the wedge member 3b is engaged with the end portion 5b and the inward projecting portion 11 with each other.

本実施形態に係る鉄筋の接合具1を用いて鉄筋4a,4bを接合するには、まず、筒体2の一方の開口6aから鉄筋4aの端部5aを挿入するとともに、筒体2の他方の開口6bから鉄筋4bの端部5bを挿入する。   In order to join the reinforcing bars 4 a and 4 b using the reinforcing bar joint 1 according to the present embodiment, first, the end 5 a of the reinforcing bar 4 a is inserted from one opening 6 a of the cylindrical body 2 and the other end of the cylindrical body 2. The end 5b of the reinforcing bar 4b is inserted from the opening 6b.

次に、楔部材3aを楔挿通孔9aに通してこれを圧入するとともに、楔部材3bを楔挿通孔9bに通してこれを圧入する。圧入にあたっては、従来公知の楔打込み機を適宜選択して用いればよい。   Next, the wedge member 3a is passed through the wedge insertion hole 9a to press-fit it, and the wedge member 3b is passed through the wedge insertion hole 9b to press-fit it. In press-fitting, a conventionally known wedge driving machine may be appropriately selected and used.

図2は、楔打込み作業を終えて鉄筋4a,4bの接合が完了した様子を示した図である。   FIG. 2 is a view showing a state where the joining of the reinforcing bars 4a and 4b is completed after the wedge driving operation is completed.

本実施形態に係る鉄筋の接合具1においては、筒体2の内側に向かって該筒体の内面から突出する内方突設部11を筒体2の材軸方向に沿って延設してあり、2つの楔部材3a,3bを圧入するにあたっては、鉄筋4aの端部5aと内方突設部11との間に楔部材3aを圧入し、鉄筋4bの端部5bと内方突設部11との間に楔部材3bを圧入する。   In the reinforcing bar joint 1 according to the present embodiment, an inwardly projecting portion 11 that protrudes from the inner surface of the tubular body toward the inside of the tubular body 2 extends along the material axis direction of the tubular body 2. Yes, when the two wedge members 3a and 3b are press-fitted, the wedge member 3a is press-fitted between the end portion 5a of the reinforcing bar 4a and the inwardly protruding portion 11, and the end portion 5b of the reinforcing bar 4b is protruded inwardly. The wedge member 3b is press-fitted between the portions 11.

このようにすると、2本の鉄筋4a,4bに引張荷重が作用したとき、該引張荷重は、楔部材3aを介して鉄筋4aから内方突設部11へと伝達され、さらに内方突設部11から楔部材3bを介して鉄筋4bへと伝達される。   In this way, when a tensile load is applied to the two reinforcing bars 4a and 4b, the tensile load is transmitted from the reinforcing bar 4a to the inward projecting portion 11 via the wedge member 3a, and further inwardly projecting. It is transmitted from the part 11 to the reinforcing bar 4b through the wedge member 3b.

また、2本の鉄筋4a,4bが同一の直線上に直列に配置されているため、各鉄筋4a,4bからの引張荷重は、同一の作用線上で筒体2に作用する。   Since the two reinforcing bars 4a and 4b are arranged in series on the same straight line, the tensile load from each reinforcing bar 4a and 4b acts on the cylinder 2 on the same line of action.

以上説明したように、本実施形態に係る鉄筋の接合具1によれば、筒体2の開口6aから挿入された鉄筋4aの端部5aと内方突設部11との間に楔部材3aを打ち込むとともに、開口6bから挿入された鉄筋4bの端部5bと内方突設部11との間に楔部材3bを打ち込むようにしたので、2本の鉄筋4a,4bに引張荷重が作用したとき、該引張荷重は、楔部材3aを介して鉄筋4aから内方突設部11へと伝達され、さらに内方突設部11から楔部材3bを介して鉄筋4bへと伝達される。   As described above, according to the reinforcing bar joint 1 according to the present embodiment, the wedge member 3a is provided between the end portion 5a of the reinforcing bar 4a inserted from the opening 6a of the cylindrical body 2 and the inward protruding portion 11. And the wedge member 3b is driven between the end portion 5b of the reinforcing bar 4b inserted from the opening 6b and the inwardly protruding portion 11, so that a tensile load acts on the two reinforcing bars 4a and 4b. At this time, the tensile load is transmitted from the reinforcing bar 4a to the inward protruding portion 11 via the wedge member 3a, and further transmitted from the inward protruding portion 11 to the reinforcing bar 4b via the wedge member 3b.

そのため、各鉄筋4a,4bからの引張荷重は、同一の作用線上で筒体2に作用することとなり、筒体2が回転するおそれがなくなるとともに、筒体2の回転に伴う曲げが鉄筋4a,4bに加わることもないため、鉄筋4a,4bの引張強さが発揮されない状態で該鉄筋が引張及び曲げで破断するおそれがなくなり、鉄筋4a,4bの引張強さを十分に発揮させることが可能となる。   Therefore, the tensile load from each reinforcing bar 4a, 4b acts on the cylindrical body 2 on the same line of action, and there is no fear that the cylindrical body 2 will rotate, and the bending associated with the rotation of the cylindrical body 2 will cause the reinforcing bar 4a, Since it does not add to 4b, there is no possibility that the reinforcing bars 4a and 4b will not break due to tension and bending in a state where the tensile strengths of the reinforcing bars 4a and 4b are not exerted, and the tensile strength of the reinforcing bars 4a and 4b can be sufficiently exerted. It becomes.

また、楔部材3aは鉄筋4aと内方突設部11にくい込み、楔部材3bは鉄筋4bと内方突設部11にくい込むが、内方突設部11は、筒体2の材軸方向に沿って延設されており、該材軸を含む面内曲げに対し高い剛性を発揮する。   In addition, the wedge member 3a is difficult to insert into the reinforcing bar 4a and the inward protruding portion 11, and the wedge member 3b is difficult to insert into the reinforcing bar 4b and the inward protruding portion 11, but the inner protruding portion 11 is in the material axis direction of the cylindrical body 2. It exhibits high rigidity against in-plane bending including the material axis.

したがって、楔部材3a,3bの鉄筋4a,4bへのくい込み量が十分に確保されることとなり、鉄筋4a,4bに引張荷重が作用したとき、鉄筋4a,4bの抜け出しが確実に防止される。   Accordingly, a sufficient amount of the wedge members 3a and 3b is inserted into the reinforcing bars 4a and 4b, and when a tensile load is applied to the reinforcing bars 4a and 4b, the reinforcing bars 4a and 4b are reliably prevented from coming out.

また、本実施形態に係る鉄筋の接合具1によれば、上述したように内方突設部11が荷重伝達ロッドに代わるものとして筒体2に一体形成されるため、荷重伝達ロッドが不要になる分だけ、部品点数を減らすことが可能となり、より経済性に優れた接合具となる。   Further, according to the reinforcing bar joint 1 according to the present embodiment, the inner projecting portion 11 is integrally formed with the cylindrical body 2 as an alternative to the load transmitting rod as described above, so that the load transmitting rod is unnecessary. As a result, the number of parts can be reduced, resulting in a more economical connector.

本実施形態では図2でよくわかるように、内方突設部11を、その先端ラインが筒体2の材軸方向と平行になるように構成したが、内方突設部はかかる構成に限定されるものではない。   In this embodiment, as can be seen well in FIG. 2, the inner projecting portion 11 is configured such that the tip line thereof is parallel to the material axis direction of the cylindrical body 2, but the inner projecting portion has such a configuration. It is not limited.

図3は、変形例に係る鉄筋の接合具1aを示したものである。同図(a)に示すように変形例に係る接合具1aにおいては、内方突設部11に代えて、中央における突設高さh1よりも両端開口6a,6bに近い開口側の突設高さh2を高くした内方突設部31を備える。 FIG. 3 shows a reinforcing bar joint 1a according to a modification. In connectors 1a according to a modification as shown in the diagram (a), instead of the inwardly projecting portion 11, the opening side of the collision near the open ends 6a, 6b than the projecting height h 1 at the center An inward projecting portion 31 having a height h 2 is provided.

かかる変形例によれば、楔部材3a,3bの打込みによって鉄筋4a,4bが該打込み箇所で曲げ変形する力を受けたとしても、鉄筋4a,4bは同図(b)に示すように、それらの端部5a,5bが接触点32a,32bで内方突設部31から反力を受け、同図矢印に示す方向の回転変形が制限される。そのため、鉄筋4a,4bの曲がりを抑制することが可能となる。   According to such a modified example, even if the reinforcing bars 4a and 4b are subjected to a bending deformation at the driving position by the driving of the wedge members 3a and 3b, the reinforcing bars 4a and 4b are as shown in FIG. The end portions 5a and 5b receive reaction force from the inwardly projecting portion 31 at the contact points 32a and 32b, and the rotational deformation in the direction indicated by the arrow in FIG. Therefore, it becomes possible to suppress the bending of the reinforcing bars 4a and 4b.

また、本実施形態では、矩形状鋼板を筒状に曲げ加工して筒体2を形成するとともに、該矩形状鋼板の両側に屈曲部10,10をそれぞれ形成し、該屈曲部の外周面で互いに当接させかつ内方に突出させた状態で固定することで内方突設部11を構成したが、本発明に係る内方突設部はかかる構成に限定されるものではない。   Further, in the present embodiment, the rectangular steel plate is bent into a cylindrical shape to form the cylindrical body 2, and the bent portions 10 and 10 are formed on both sides of the rectangular steel plate, respectively, and the outer peripheral surface of the bent portion is Although the inward projecting portion 11 is configured by being fixed in a state of being in contact with each other and projecting inward, the inward projecting portion according to the present invention is not limited to such a configuration.

図4は、断面形状が長円状の筒体2aと楔部材3とからなる鉄筋の接合具41を示したものであり、筒体2aは筒体2と同様、両端に開口6a,6bを有し、接合対象である2本の鉄筋4a,4bが同一の直線上に直列に配置されるように、該2本の鉄筋の端部5a,5bを両端の開口6a,6bからそれぞれ挿入できるように構成してあるとともに、所定の離間距離で対向配置された一対の平板状壁部8,8と、該平板状壁部を一方の側で相互に接続する半円筒状壁部7とを備え、一対の平板状壁部8,8には、楔挿通孔9a,9aを互いに対向するように形成してあるとともに、同様の楔挿通孔9b,9bを、筒体2の材軸方向に沿って楔挿通孔9a,9aから離れた位置にて互いに対向するように形成してある。   FIG. 4 shows a reinforcing bar joint 41 composed of a cylindrical body 2 a having an oval cross-sectional shape and a wedge member 3, and the cylindrical body 2 a has openings 6 a and 6 b at both ends, similarly to the cylindrical body 2. The two reinforcing bars 4a and 4b to be joined can be inserted through the openings 6a and 6b at both ends so that the two reinforcing bars 4a and 4b are arranged in series on the same straight line. A pair of flat wall portions 8 and 8 which are arranged to face each other at a predetermined separation distance, and a semi-cylindrical wall portion 7 which connects the flat wall portions to each other on one side. The pair of flat wall portions 8 and 8 are formed with wedge insertion holes 9a and 9a so as to face each other, and the same wedge insertion holes 9b and 9b are provided in the direction of the material axis of the cylindrical body 2. Along the wedge insertion holes 9a, 9a so as to face each other.

一方、本変形例においては、平板状壁部8,8の他方の側に内方突設部42と内方折曲げ部43とをそれぞれ延設してあるとともに、内方突設部42の背後に形成された外側凹部44に内方折曲げ部43を係合してある。   On the other hand, in this modification, an inward protruding portion 42 and an inward bent portion 43 are respectively extended on the other side of the flat wall portions 8, 8. An inward bent portion 43 is engaged with an outer concave portion 44 formed at the back.

かかる筒体2aを製作するにあたっては、矩形状鋼板を筒状に曲げ加工するとともに該矩形状鋼板の両側に位置する一対の縁部のうち、一方の縁部に内方突設部42を形成するとともに、他方の縁部に内方折曲げ部43を形成し、内方突設部42の背後に形成された外側凹部44に内方折曲げ部43を係合すればよい。   In manufacturing the cylindrical body 2a, a rectangular steel plate is bent into a cylindrical shape, and an inward projecting portion 42 is formed on one edge of a pair of edges located on both sides of the rectangular steel plate. In addition, the inner bent portion 43 may be formed on the other edge, and the inner bent portion 43 may be engaged with the outer concave portion 44 formed behind the inner projecting portion 42.

なお、内方突設部11に代えて内方突設部42を採用する点以外は、構成及び作用効果とも上述の実施形態とほぼ同様であるので、ここではその説明を省略する。   Since the configuration and operational effects are substantially the same as those of the above-described embodiment except that the inner projecting portion 42 is employed instead of the inner projecting portion 11, the description thereof is omitted here.

図5(a)は別の変形例を示した図である。同変形例に係る鉄筋の接合具51は、断面形状が長円状の筒体2bと楔部材3とからなり、筒体2bは筒体2と同様、両端に開口6a,6bを有し、接合対象である2本の鉄筋4a,4bが同一の直線上に直列に配置されるように、該2本の鉄筋の端部5a,5bを両端の開口6a,6bからそれぞれ挿入できるように構成してあるとともに、所定の離間距離で対向配置された一対の平板状壁部8,8と、該平板状壁部を一方の側で相互に接続する半円筒状壁部7とを備え、一対の平板状壁部8,8には、楔挿通孔9a,9aを互いに対向するように形成してあるとともに、同様の楔挿通孔9b,9bを、筒体2bの材軸方向に沿って楔挿通孔9a,9aから離れた位置にて互いに対向するように形成してある。   FIG. 5A is a diagram showing another modification. A reinforcing bar connector 51 according to the modification includes a cylindrical body 2b having an oval cross section and a wedge member 3. The cylindrical body 2b has openings 6a and 6b at both ends, like the cylindrical body 2. The two rebars 4a and 4b to be joined are configured so that the ends 5a and 5b of the two rebars can be inserted from the openings 6a and 6b at both ends so that the two rebars 4a and 4b are arranged in series on the same straight line. And a pair of flat wall portions 8 and 8 arranged to face each other at a predetermined distance, and a semi-cylindrical wall portion 7 that connects the flat wall portions to each other on one side. The plate-like wall portions 8 and 8 are formed with wedge insertion holes 9a and 9a so as to face each other, and the same wedge insertion holes 9b and 9b are provided along the material axis direction of the cylindrical body 2b. It forms so that it may mutually oppose in the position away from the insertion holes 9a and 9a.

一方、本変形例においては、筒体2bをその断面形状が閉鎖断面となるように構成してあるとともに、該筒体の一部を内方に屈曲させた断面にすることで、筒体2bの内側に向かって該筒体の内面から突出する内方突設部52を筒体2bの材軸方向に沿って延設してあり、該内方突設部は、平板状壁部8,8の他方の側にそれぞれ延びている。   On the other hand, in the present modification, the cylindrical body 2b is configured such that the cross-sectional shape thereof is a closed cross section, and a part of the cylindrical body is bent inward, whereby the cylindrical body 2b. An inward protruding portion 52 that protrudes from the inner surface of the cylindrical body toward the inner side of the cylindrical body 2b extends along the material axis direction of the cylindrical body 2b. 8 on the other side.

なお、内方突設部11に代えて内方突設部52を採用する点以外は、構成及び作用効果とも上述の実施形態とほぼ同様であるので、ここではその説明を省略する。   Since the configuration and the operational effects are substantially the same as those of the above-described embodiment except that the inner projecting portion 52 is employed instead of the inner projecting portion 11, the description thereof is omitted here.

図5(b)はさらに別の変形例を示した図である。同変形例に係る鉄筋の接合具53は、断面形状が長円状の筒体2cと楔部材3とからなり、筒体2cは筒体2と同様、両端に開口6a,6bを有し、接合対象である2本の鉄筋4a,4bが同一の直線上に直列に配置されるように、該2本の鉄筋の端部5a,5bを両端の開口6a,6bからそれぞれ挿入できるように構成してあるとともに、所定の離間距離で対向配置された一対の平板状壁部8,8と、該平板状壁部を一方の側で相互に接続する半円筒状壁部7とを備え、一対の平板状壁部8,8には、楔挿通孔9a,9aを互いに対向するように形成してあるとともに、同様の楔挿通孔9b,9bを、筒体2cの材軸方向に沿って楔挿通孔9a,9aから離れた位置にて互いに対向するように形成してある。   FIG. 5B is a diagram showing still another modification. The reinforcing bar connector 53 according to the modification includes a cylindrical body 2c having an oval cross section and a wedge member 3. The cylindrical body 2c has openings 6a and 6b at both ends, like the cylindrical body 2. The two rebars 4a and 4b to be joined are configured so that the ends 5a and 5b of the two rebars can be inserted from the openings 6a and 6b at both ends so that the two rebars 4a and 4b are arranged in series on the same straight line. And a pair of flat wall portions 8 and 8 arranged to face each other at a predetermined distance, and a semi-cylindrical wall portion 7 that connects the flat wall portions to each other on one side. The plate-like wall portions 8 and 8 are formed with wedge insertion holes 9a and 9a so as to face each other, and the same wedge insertion holes 9b and 9b are provided along the material axis direction of the cylindrical body 2c. It forms so that it may mutually oppose in the position away from the insertion holes 9a and 9a.

一方、本変形例においては図5(b)に示すように、筒体2cをその断面形状が閉鎖断面となるように構成するとともに、該筒体の一部を肉厚に形成した断面にすることにより、筒体2cの内側に向かって該筒体の内面から突出する内方突設部54を筒体2cの材軸方向に沿って延設してあり、該内方突設部は、平板状壁部8,8の他方の側にそれぞれ延びている。   On the other hand, in this modification, as shown in FIG. 5 (b), the cylindrical body 2c is configured such that its cross-sectional shape is a closed cross-section, and a part of the cylindrical body is formed into a thick section. Thus, an inward protruding portion 54 that protrudes from the inner surface of the cylindrical body toward the inside of the cylindrical body 2c extends along the material axis direction of the cylindrical body 2c, and the inward protruding portion is Each of the flat wall portions 8, 8 extends to the other side.

なお、内方突設部11に代えて内方突設部54を採用する点以外は、構成及び作用効果とも上述の実施形態とほぼ同様であるので、ここではその説明を省略する。   Since the configuration and the operational effects are substantially the same as those of the above-described embodiment except that the inner projecting portion 54 is employed instead of the inner projecting portion 11, the description thereof is omitted here.

本実施形態に係る鉄筋の接合具1の図であり、(a)は側面図、(b)はA−A線方向からの矢視図。It is a figure of the reinforcing bar joint 1 concerning this embodiment, (a) is a side view, (b) is an arrow line view from the AA line direction. 接合具1を用いて鉄筋4a,4bを接合した様子を示した図であり、(a)は断面図、(b)はB−B線に沿う断面図。It is the figure which showed a mode that the reinforcing bars 4a and 4b were joined using the joining tool 1, (a) is sectional drawing, (b) is sectional drawing which follows a BB line. 変形例に係る鉄筋の接合具1aの図であり、(a)は側面図、(b)は作用を示した説明図。It is the figure of the reinforcing bar joint 1a which concerns on a modification, (a) is a side view, (b) is explanatory drawing which showed the effect | action. 変形例に係る鉄筋の接合具41の図であり、(a)は側面図、(b)はC−C線方向からの矢視図。It is the figure of the reinforcing bar joint 41 which concerns on a modification, (a) is a side view, (b) is an arrow line view from CC line direction. 変形例に係る鉄筋の接合具を示した図であり、(a)は接合具51の側面図、(b)は接合具53の側面図。It is the figure which showed the reinforcing-bar joint tool which concerns on a modification, (a) is a side view of the joint tool 51, (b) is a side view of the joint tool 53.

符号の説明Explanation of symbols

1 鉄筋の接合具
2 筒体
3 楔部材
3a 第1の楔部材
3b 第2の楔部材
4a,4b 鉄筋
5a,5b 鉄筋の端部
6a,6b 両端開口
7 半円状壁部
8 平板状壁部
9a,9b 楔挿通孔
10 屈曲部
11 内方突設部
1a,41,51 鉄筋の接合具
31,42,52,54 内方突設部
43 内方折曲げ部
DESCRIPTION OF SYMBOLS 1 Reinforcing bar joint 2 Cylindrical body 3 Wedge member 3a First wedge member 3b Second wedge member 4a, 4b Reinforcing bar 5a, 5b Reinforcing bar ends 6a, 6b Open both ends 7 Semicircular wall 8 Flat plate wall 9a, 9b Wedge insertion hole 10 Bending portion 11 Inward protruding portions 1a, 41, 51 Reinforcing bar joints 31, 42, 52, 54 Inward protruding portion 43 Inward bent portion

Claims (5)

2本の鉄筋が同一の直線上に直列に配置されるように該各鉄筋の端部を両端の開口からそれぞれ挿入可能な断面形状が長円状の筒体と、該筒体を構成する一対の平板状壁部の対向位置にそれぞれ形成された楔挿通孔に挿通される楔部材とを備えるとともに、前記筒体の内側に向かって該筒体の内面から突出する内方突設部を前記筒体の材軸方向に沿って延設してなり、前記楔部材は、前記2本の鉄筋のうち、一方の鉄筋と前記内方突設部との間に打ち込まれる第1の楔部材と、他方の鉄筋と前記内方突設部との間に打ち込まれる第2の楔部材とからなることを特徴とする鉄筋の接合具。 A cylindrical body having an oval cross-sectional shape in which the ends of each reinforcing bar can be inserted from the openings at both ends so that the two reinforcing bars are arranged in series on the same straight line, and a pair constituting the cylindrical body A wedge member inserted through a wedge insertion hole formed at a position opposed to the flat plate wall portion, and an inward projecting portion projecting from the inner surface of the cylindrical body toward the inner side of the cylindrical body. The wedge member extends along the material axis direction of the cylindrical body, and the wedge member includes a first wedge member that is driven between one of the two reinforcing bars and the inward protruding portion. A reinforcing bar joint comprising a second wedge member driven between the other reinforcing bar and the inward projecting portion. 矩形状鋼板を筒状に曲げ加工して前記筒体を形成するとともに、該矩形状鋼板の両側に屈曲部をそれぞれ形成し、該屈曲部の外周面で互いに当接させかつ内方に突出させた状態で固定することで前記内方突設部を形成した請求項1記載の鉄筋の接合具。 A rectangular steel plate is bent into a cylindrical shape to form the cylindrical body, bent portions are formed on both sides of the rectangular steel plate, are brought into contact with each other on the outer peripheral surface of the bent portion, and protrude inward. The reinforcing bar joint according to claim 1, wherein the inward projecting portion is formed by being fixed in a bent state. 矩形状鋼板を筒状に曲げ加工して前記筒体を形成し、該矩形状鋼板の両側に位置する一対の縁部のうち、一方の縁部に前記内方突設部を形成するとともに、他方の縁部に内方折曲げ部を形成し、前記内方突設部の背後に形成された外側凹部に前記内方折曲げ部を係合した請求項1記載の鉄筋の接合具。 Forming the cylindrical body by bending a rectangular steel plate into a cylindrical shape, of the pair of edges located on both sides of the rectangular steel plate, forming the inner projecting portion on one edge, The reinforcing bar joint according to claim 1, wherein an inner bent portion is formed on the other edge portion, and the inner bent portion is engaged with an outer concave portion formed behind the inner projecting portion. 前記筒体をその断面形状が閉鎖断面となるように構成するとともに、該筒体の一部を内方に屈曲させた断面にすることで前記内方突設部を形成した請求項1記載の鉄筋の接合具。 2. The inward projecting portion according to claim 1, wherein the cylindrical body is configured such that a cross-sectional shape thereof is a closed cross section, and the inner projecting portion is formed by forming a cross-section in which a part of the cylindrical body is bent inward. Reinforcing bar joint. 前記筒体をその断面形状が閉鎖断面となるように構成するとともに、該筒体の一部を肉厚に形成した断面にすることで前記内方突設部を形成した請求項1記載の鉄筋の接合具。 The reinforcing bar according to claim 1, wherein the cylindrical body is configured such that a cross-sectional shape thereof is a closed cross section, and the inner projecting portion is formed by forming a cross section in which a part of the cylindrical body is formed thick. Joints.
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Cited By (1)

* Cited by examiner, † Cited by third party
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JP2019531426A (en) * 2016-09-12 2019-10-31 カプラー ソリューションズ リミテッドCoupler Solutions Limited CONNECTION DEVICE, RELATED PARTS AND METHOD OF USING THE SAME

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03281849A (en) * 1990-01-29 1991-12-12 Nippon Splice Sleeve Kk Butt joint structure for reinforcing bar

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03281849A (en) * 1990-01-29 1991-12-12 Nippon Splice Sleeve Kk Butt joint structure for reinforcing bar

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Publication number Priority date Publication date Assignee Title
JP2019531426A (en) * 2016-09-12 2019-10-31 カプラー ソリューションズ リミテッドCoupler Solutions Limited CONNECTION DEVICE, RELATED PARTS AND METHOD OF USING THE SAME
US11293182B2 (en) 2016-09-12 2022-04-05 Coupler Solutions Limited Coupling device, associated parts and a method of use thereof
US11332935B2 (en) 2016-09-12 2022-05-17 Coupler Solutions Limited Coupling device, associated parts and a method of use thereof
JP7077508B2 (en) 2016-09-12 2022-05-31 カプラー ソリューションズ リミテッド Coupler, related parts and how to use them
JP2022105102A (en) * 2016-09-12 2022-07-12 カプラー ソリューションズ リミテッド Coupling device, related part and method of application thereof
JP7143569B2 (en) 2016-09-12 2022-09-29 カプラー ソリューションズ リミテッド Coupling device, related parts and method of use thereof
JP2022172217A (en) * 2016-09-12 2022-11-15 カプラー ソリューションズ リミテッド Coupling device, related component and method for using the same
US11773595B2 (en) 2016-09-12 2023-10-03 Coupler Solutions Limited Coupling device, associated parts and a method of use thereof
JP7499811B2 (en) 2016-09-12 2024-06-14 カプラー ソリューションズ リミテッド Coupling devices, associated components and methods of use

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