JP2016532029A - Reinforcing bar coupler for spiral rebar - Google Patents

Reinforcing bar coupler for spiral rebar Download PDF

Info

Publication number
JP2016532029A
JP2016532029A JP2016533270A JP2016533270A JP2016532029A JP 2016532029 A JP2016532029 A JP 2016532029A JP 2016533270 A JP2016533270 A JP 2016533270A JP 2016533270 A JP2016533270 A JP 2016533270A JP 2016532029 A JP2016532029 A JP 2016532029A
Authority
JP
Japan
Prior art keywords
reinforcing bar
spiral
screw
pair
reinforcing bars
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
JP2016533270A
Other languages
Japanese (ja)
Other versions
JP6208359B2 (en
Inventor
クァン キ,オン
クァン キ,オン
Original Assignee
クァン キ,オン
クァン キ,オン
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 クァン キ,オン, クァン キ,オン filed Critical クァン キ,オン
Publication of JP2016532029A publication Critical patent/JP2016532029A/en
Application granted granted Critical
Publication of JP6208359B2 publication Critical patent/JP6208359B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • 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)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

【課題】仮組立した状態で一対の螺旋鉄筋を内部に収容し、完全組立時に螺旋鉄筋に圧縮力と引張力を同時に供給することにより結合力を向上させた螺旋鉄筋用鉄筋連結具を提供する。【解決手段】本発明による螺旋鉄筋用鉄筋連結具は、一対の螺旋鉄筋のそれぞれの一部を内部に収容し、螺旋鉄筋の螺旋突起に螺合して支持する支持具と、前記支持具の両側で一部が支持具内に挿入されて螺合し、内部は螺旋突起に螺合して一対の螺旋鉄筋を拘束する一対の拘束具とから構成され、前記支持具及び拘束具は、一対の螺旋鉄筋のそれぞれに引張力及び圧縮力を同時に供給することを特徴とする。【選択図】図11The present invention provides a reinforcing bar coupler for a helical reinforcing bar, in which a pair of helical reinforcing bars is accommodated in a temporarily assembled state, and a coupling force is improved by simultaneously supplying a compressive force and a tensile force to the helical reinforcing bar during complete assembly. . According to the present invention, there is provided a reinforcing bar coupler for a helical rebar, in which a part of each of a pair of helical reinforcing bars is housed and supported by being screwed into a helical protrusion of the helical reinforcing bar, A part is inserted into and screwed into the support on both sides, and the inside is constituted by a pair of restraining tools that are screwed into the spiral protrusions and restrain the pair of helical rebars. A tensile force and a compressive force are simultaneously supplied to each of the helical reinforcing bars. [Selection] Figure 11

Description

本発明は、鉄筋連結具に関し、特に、仮組立した状態で一対の螺旋鉄筋を内部に収容し、完全組立時に螺旋鉄筋に圧縮力と引張力を同時に供給することにより結合力を向上させた螺旋鉄筋用鉄筋連結具に関する。   The present invention relates to a reinforcing bar connector, and in particular, a spiral in which a pair of spiral reinforcing bars is accommodated in a temporarily assembled state, and a coupling force is improved by simultaneously supplying a compressive force and a tensile force to the helical reinforcing bar during complete assembly. The present invention relates to a reinforcing bar connector for reinforcing bars.

本発明は、鉄筋を回転させない状態で一対の鉄筋連結が行えるようにした螺旋鉄筋用鉄筋連結具に関する。   The present invention relates to a reinforcing bar coupler for a spiral reinforcing bar that can connect a pair of reinforcing bars without rotating the reinforcing bar.

本発明は、一対の鉄筋連結の完了時に外部から加えられる引張及び圧縮による揺れ及び緩みを制限することにより耐久性を向上させた螺旋鉄筋用鉄筋連結具に関する。   The present invention relates to a reinforcing bar connector for a spiral reinforcing bar, which has improved durability by restricting shaking and loosening due to tension and compression applied from the outside when a pair of reinforcing bars are connected.

本発明は、鉄筋連結後に肉眼で内部を透視することにより誤組立の有無を容易に確認できるようにした螺旋鉄筋用鉄筋連結具に関する。   The present invention relates to a reinforcing bar coupler for a spiral reinforcing bar, which can be easily checked for the presence or absence of misassembly by seeing through the inside with the naked eye after connecting the reinforcing bar.

一般に、鉄筋コンクリートの構造物の施工において、骨組としては、コンクリートとの付着応力度を向上させるために横方向に突出した節と縦方向の全長にわたって対称に2本のリブを有する異形鉄筋が主に用いられており、鉄筋は運搬や作業の便宜上、限られた長さに生産されるので、概して連結して用いられるが、異形鉄筋を連結するための方式には様々な種類が用いられている。   In general, in the construction of reinforced concrete structures, as a framework, in order to improve the degree of adhesion stress with concrete, mainly deformed reinforcing bars with two protruding ribs and two ribs symmetrically over the entire length in the vertical direction are mainly used. Reinforcing bars are produced in a limited length for convenience of transportation and work, so they are generally used in connection with each other, but there are various types of methods for connecting deformed reinforcing bars. .

最も広く用いられている方式は2本の鉄筋の端部を重ねて結束線で縛る重ね継手方式であるが、この方式は継手部が鉄筋の付着力にのみ依存するので安全性が脆弱であるという問題があり、2本の鉄筋の端部を酸素アセチレンガス炎で加熱し、圧接機で加圧して連結するガス圧接方式は、継手部に熱変形が生じて二次応力が発生するので継手部が鉄筋母材より脆弱になるという問題があり、2本の鉄筋の両端に据え込み又は鍛造加工を施してリブと節を円形にし、次いで切削及び転造により雄ネジを加工して雌ネジ型カプラーで連結するネジ継手方式は、鉄筋に外力が加えられて継手部に鉄筋母材とは異なる変形が生じるので母材より脆弱になるという問題がある。   The most widely used method is a lap joint method in which the ends of two reinforcing bars are overlapped and tied with a binding wire, but this method is weak in safety because the joint part depends only on the adhesion of the reinforcing bars. The gas pressure welding method, in which the ends of two rebars are heated with an oxyacetylene gas flame and pressurized and connected with a pressure welding machine, causes secondary deformation due to thermal deformation in the joint. There is a problem that the part becomes weaker than the reinforcing steel base material, and both ends of the two reinforcing bars are installed or forged to make the ribs and nodes circular, and then the male screw is machined by cutting and rolling to the female screw The threaded joint system connected by the type coupler has a problem that it becomes weaker than the base material because an external force is applied to the reinforcing bar and the joint part is deformed differently from the reinforcing steel base material.

鉄筋の生産に関する規定においては、鉄筋コンクリート構造物に熱が加えられても容易に崩壊しないようにするために、鉄筋はコンクリートと熱膨張率が近似する材料的性質を維持して生産するようにしているが、韓国の鉄筋の継手に関する規定において、鉄筋の呼称名がD29(直径29mm)以上の鉄筋継手には重ね継手方式を許可していないので、前述したように、鉄筋をガス圧接や機械的な方式で連結しているが、これらの方式は鉄筋に熱や外力を加える二次加工をすることにより、鉄筋が有する本来の材料的性質を変化させる継手方式であり、これらの連結方式をやむを得ず許可しているのは、鉄筋本来の材料的性質を変化させることなく連結できる鉄筋連結具が多く開発されているからである。   In the regulations concerning the production of reinforcing bars, in order to prevent them from easily collapsing when heat is applied to the reinforced concrete structure, the reinforcing bars should be produced while maintaining the material properties that are close to those of the concrete. However, in the provisions regarding the joints of rebars in Korea, the lap joint method is not permitted for rebar joints whose name is D29 (diameter 29 mm) or more. However, these methods are joint methods that change the original material properties of the reinforcing bars by performing secondary processing to apply heat and external force to the reinforcing bars, and these connecting methods are unavoidable. The reason for this is that many reinforcing bar couplers that can be connected without changing the original material properties of the reinforcing bars have been developed.

また、近年、最善の連結方法の必要性に応じて、図1に示すように、鉄筋の外面にネジ山状のネジ節11を形成したネジ節鉄筋1、1aが開発されており、内面に鉄筋1、1aのネジ節11が締結される雌ネジ部41を有するスリーブ4zで連結している。   In recent years, according to the necessity of the best connection method, as shown in FIG. 1, screw joint reinforcing bars 1 and 1a in which a thread-like threaded joint 11 is formed on the outer surface of the reinforcing bar have been developed. It connects with the sleeve 4z which has the internal thread part 41 to which the screw node 11 of the reinforcing bar 1 and 1a is fastened.

しかし、鉄筋1、1aのネジ節11のピッチが長く、ネジの形態が精密でないため、締結が円滑に行えるようにスリーブ4zの雌ネジ部41のネジ溝を鉄筋1、1aのネジ節11より大きく形成するので、スリーブ4zで2本の鉄筋1、1aを締結すると、スリーブ4zと鉄筋1、1a間の遊びが大きくなり、締結が緩みやすく、スリップが発生するという問題がある。   However, since the pitch of the screw nodes 11 of the reinforcing bars 1 and 1a is long and the screw form is not precise, the thread groove of the female thread portion 41 of the sleeve 4z is made more than the screw nodes 11 of the reinforcing bars 1 and 1a so that the fastening can be performed smoothly. Since the two reinforcing bars 1 and 1a are fastened with the sleeve 4z, there is a problem that play between the sleeve 4z and the reinforcing bars 1 and 1a is increased, the fastening is easily loosened, and slip occurs.

これを解消するために、スリーブ4zの両端にロックナット5zを締結し、スリーブ4zの内部にグラウト材を充填して遊びを除去しているが、別途にグラウト材を準備して充填する作業が煩雑であり、グラウト材の強度は鉄筋の10%程度にすぎないので安全な結束が得られず、鉄筋1、1aのピッチが長く、ネジ山の傾斜角が大きいので、ロックナット5zの締結に多くの力を要し、外部の振動によりロックナット5zが緩みやすいという安全性の問題がある。   In order to solve this problem, lock nuts 5z are fastened to both ends of the sleeve 4z, and the grout material is filled into the sleeve 4z to remove play. However, there is an operation of separately preparing and filling the grout material. It is complicated and the strength of the grout material is only about 10% of the reinforcing bar, so that safe binding cannot be obtained, the pitch of the reinforcing bars 1 and 1a is long, and the inclination angle of the thread is large, so that the lock nut 5z is fastened. A lot of force is required, and there is a safety problem that the lock nut 5z is easily loosened by external vibration.

また、2つのロックナット5zがスリーブ4zと一体に仮結合されておらず、別体の部品として備えられるので、部品の管理が難しく、ロックナット5zは比較的小さいため、連結作業時に落下による事故が発生する危険性が高いので、作業の安全性と施工性、さらに作業速度によるコスト低減が求められる建設現場の特性上、仮結合が可能な鉄筋連結具が切実に求められている現状である。   Also, since the two lock nuts 5z are not temporarily joined together with the sleeve 4z and are provided as separate parts, it is difficult to manage the parts, and the lock nut 5z is relatively small. Since there is a high risk of occurrence, there is an urgent need for a reinforcing bar connector that can be temporarily connected due to the safety and workability of work, and the characteristics of construction sites that require cost reduction due to work speed. .

これを解消するために、特許文献1には、図2に示すように、ネジ節11を覆うように装着される半円形スリーブ2を備え、半円形スリーブ2の左右からロックナット5を締めて半円形スリーブ2の傾斜した両側を加圧することにより、螺旋鉄筋1aを連結できるようにする技術が開示されている。   In order to solve this problem, as shown in FIG. 2, Patent Document 1 includes a semicircular sleeve 2 mounted so as to cover the screw node 11, and tightens the lock nut 5 from the left and right sides of the semicircular sleeve 2. A technique is disclosed in which the helical rebar 1a can be connected by applying pressure to both sides of the semicircular sleeve 2 which are inclined.

しかし、上記従来技術も多数の部品からなる構成であるので、保管及び管理が不便であり、施工性が低下するという問題を依然として抱えている。   However, since the above prior art is also composed of a large number of parts, it still has the problem that storage and management are inconvenient and workability is lowered.

韓国登録実用新案第0409526号公報Korean Registered Utility Model No. 0409526

本発明は、上記問題を解決するためになされたものであり、仮組立した状態で一対の螺旋鉄筋を内部に収容し、完全組立時に螺旋鉄筋に圧縮力と引張力を同時に供給することにより結合力を向上させた螺旋鉄筋用鉄筋連結具を提供することを目的とする。   The present invention has been made in order to solve the above-described problems, and accommodates a pair of spiral reinforcing bars in a temporarily assembled state and combines them by simultaneously supplying a compressive force and a tensile force to the spiral reinforcing bars during complete assembly. An object of the present invention is to provide a reinforcing bar coupler for spiral reinforcing bars with improved force.

また、本発明は、鉄筋を回転させない状態で一対の鉄筋連結が行えるようにした螺旋鉄筋用鉄筋連結具を提供することを目的とする。   Another object of the present invention is to provide a reinforcing bar coupler for a spiral reinforcing bar that can connect a pair of reinforcing bars without rotating the reinforcing bar.

さらに、本発明は、一対の鉄筋連結の完了時に外部から加えられる引張及び圧縮による揺れ及び緩みを制限することにより耐久性を向上させた螺旋鉄筋用鉄筋連結具を提供することを目的とする。   Furthermore, an object of the present invention is to provide a reinforcing bar connector for a spiral reinforcing bar with improved durability by restricting shaking and loosening due to tension and compression applied from the outside when a pair of reinforcing bars are connected.

さらに、本発明は、鉄筋連結後に肉眼で内部を透視することにより誤組立の有無を容易に確認できるようにした螺旋鉄筋用鉄筋連結具を提供することを目的とする。   Furthermore, an object of the present invention is to provide a reinforcing bar connector for a spiral reinforcing bar that allows easy confirmation of the presence or absence of misassembly by seeing through the inside with the naked eye after connecting the reinforcing bar.

本発明による螺旋鉄筋用鉄筋連結具は、一対の螺旋鉄筋のそれぞれの一部を内部に収容し、螺旋鉄筋の螺旋突起に螺合して支持する支持具と、前記支持具の両側で一部が支持具内に挿入されて螺合し、内部は螺旋突起に螺合して一対の螺旋鉄筋を拘束する一対の拘束具とから構成され、前記支持具及び拘束具は、一対の螺旋鉄筋のそれぞれに引張力及び圧縮力を同時に供給することを特徴とする。   According to the present invention, there is provided a reinforcing bar coupler for a helical rebar, in which a part of each of a pair of helical reinforcing bars is housed and supported by being screwed into a spiral protrusion of the helical reinforcing bar, and partly on both sides of the supporting tool. Is inserted into the support and screwed together, and the inside is constituted by a pair of restraining tools that are screwed into the spiral protrusions and restrains the pair of helical rebars. Each is supplied with a tensile force and a compressive force simultaneously.

前記一対の拘束具は同じ形状を有することを特徴とする。   The pair of restraints has the same shape.

前記支持具の両側には、拘束具に螺合する雄ネジが傾斜して形成された傾斜部が備えられ、前記支持具の内部には、螺旋突起に対応するピッチを有する鉄筋結合ネジが備えられることを特徴とする。   On both sides of the support device, there are provided inclined portions formed by inclining male screws to be engaged with the restraining device, and inside the support device are provided reinforcing bar coupling screws having a pitch corresponding to the spiral protrusions. It is characterized by being able to.

前記拘束具の内部一側には、前記雄ネジに対応するピッチを有する雌ネジと、前記螺旋突起に対応するピッチを有する突起収容ネジとが備えられ、前記雄ネジ及び雌ネジは、突起収容ネジ及び鉄筋結合ネジと異なるピッチを有することを特徴とする。   The inner side of the restraint is provided with a female screw having a pitch corresponding to the male screw and a protrusion receiving screw having a pitch corresponding to the spiral protrusion, and the male screw and the female screw are provided with protrusions. It has a pitch different from that of the screw and the reinforcing bar connecting screw.

前記雄ネジ及び雌ネジは鋸歯ネジが適用されることを特徴とする。   A sawtooth screw is applied to the male screw and the female screw.

前記支持具の一側には、前記支持具の内部に挿入された一対の螺旋鉄筋端部の位置を外部から確認するための検査孔が備えられることを特徴とする。   One side of the support is provided with an inspection hole for confirming the position of a pair of spiral reinforcing bar ends inserted into the support from the outside.

本発明による螺旋鉄筋用鉄筋連結具は、仮組立した状態で回転して一対の螺旋鉄筋端部を内部に収容し、完全組立時に螺旋鉄筋に圧縮力と引張力を同時に供給するように構成される。   The rebar coupler for a spiral rebar according to the present invention is configured to rotate in a temporarily assembled state to accommodate a pair of spiral rebar ends inside, and to simultaneously supply a compressive force and a tensile force to the helical rebar during complete assembly. The

また、本発明は、鉄筋を回転させない状態で一対の鉄筋連結を行うことができるので、使用利便性が向上し、結合力が増加するという利点がある。   Moreover, since this invention can perform a pair of reinforcing bar connection in the state which does not rotate a reinforcing bar, there exists an advantage that a usability improves and a coupling force increases.

さらに、本発明は、一対の鉄筋連結の完了時に外部から加えられる引張及び圧縮による揺れ及び緩みが制限されるので、耐久性が向上するという利点がある。   Furthermore, the present invention has an advantage that durability is improved because swinging and loosening due to tension and compression applied from the outside when the pair of reinforcing bars are connected is limited.

それだけでなく、本発明は、鉄筋連結後に肉眼で内部を透視することにより誤組立の有無を容易に確認できるという利点がある。   In addition, the present invention has the advantage that the presence or absence of misassembly can be easily confirmed by seeing through the inside with the naked eye after rebar connection.

従来の鉄筋連結具の構成を示す使用状態図である。It is a use condition figure which shows the structure of the conventional reinforcing bar connector. 従来(特許文献1)の鉄筋連結具の構成を示す分解斜視図である。It is a disassembled perspective view which shows the structure of the conventional reinforcing bar connector (patent document 1). 本発明による螺旋鉄筋用鉄筋連結具の使用状態図である。It is a use condition figure of the reinforcing bar connector for spiral reinforcing bars by the present invention. 本発明による螺旋鉄筋用鉄筋連結具の詳細構成を示す分解斜視図である。It is a disassembled perspective view which shows the detailed structure of the reinforcing bar connector for spiral reinforcing bars by this invention. 本発明による螺旋鉄筋用鉄筋連結具の内部構成を示す縦断面図である。It is a longitudinal cross-sectional view which shows the internal structure of the reinforcing bar connector for spiral reinforcing bars by this invention. 本発明による螺旋鉄筋用鉄筋連結具の内部構成を示す分解縦断面図である。It is a disassembled longitudinal cross-sectional view which shows the internal structure of the reinforcing bar connector for spiral reinforcing bars by this invention. 本発明による螺旋鉄筋用鉄筋連結具の鉄筋連結前の状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state before the reinforcing bar connection of the reinforcing bar connector for spiral reinforcing bars according to the present invention. 本発明による螺旋鉄筋用鉄筋連結具の内部に鉄筋が挿入された状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state by which the reinforcing bar was inserted in the inside of the reinforcing bar connector for spiral reinforcing bars by this invention. 本発明による螺旋鉄筋用鉄筋連結具の他の鉄筋との結合前の状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state before the coupling | bonding with the other reinforcing bars of the reinforcing bar connector for helical reinforcing bars by this invention. 本発明による螺旋鉄筋用鉄筋連結具を用いて一対の鉄筋を仮組立した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which carried out the temporary assembly of a pair of reinforcing bars using the reinforcing bar coupler for spiral reinforcing bars according to the present invention. 本発明による螺旋鉄筋用鉄筋連結具を用いて一対の鉄筋の連結完了時の鉄筋外面との接触状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the contact state with the reinforcing bar outer surface at the time of the completion of a connection of a pair of reinforcing bars using the reinforcing bar connector for spiral reinforcing bars according to the present invention.

以下、図3を参照して、本発明による螺旋鉄筋用鉄筋連結具(以下「鉄筋連結具100」という)の構成について説明する。   Hereinafter, with reference to FIG. 3, the structure of the reinforcing bar connector for helical rebars (hereinafter referred to as “rebar connecting tool 100”) according to the present invention will be described.

図3は本発明による螺旋鉄筋用鉄筋連結具100の使用状態図である。   FIG. 3 is a view showing a usage state of the reinforcing bar connector 100 for helical reinforcing bars according to the present invention.

なお、本明細書及び特許請求の範囲に用いられる用語や単語は通常の辞書的な意味で解釈されてはならず、発明者は自らの発明を最善の方法で説明するために用語の概念を適宜定義できるという原則に基づき、本発明の技術的思想に符合する意味と概念で解釈すべきである。   It should be noted that terms and words used in this specification and claims should not be interpreted in the usual lexical sense, and the inventor uses the terminology concept to explain his invention in the best way. Based on the principle that it can be defined as appropriate, it should be interpreted with the meaning and concept consistent with the technical idea of the present invention.

よって、本明細書に記載する実施形態や図面に示す構成は本発明の好ましい一実施形態にすぎず、本発明の技術的思想を全て代弁するものではないので、本出願時点においてこれらを代替できる様々な均等物や変形例があり得ることを理解すべきである。   Therefore, the configuration described in the embodiments and drawings described in the present specification is only a preferred embodiment of the present invention, and does not represent all the technical ideas of the present invention, and can be substituted at the time of the present application. It should be understood that various equivalents and variations are possible.

同図に示すように、本発明による鉄筋連結具100は、一対の螺旋鉄筋Fを一直線上に連結するためのものであり、3つの部品から構成され、分離しない仮組立状態で一体に回転して一対の螺旋鉄筋Fの端部を内部に収容する。   As shown in the figure, a reinforcing bar connector 100 according to the present invention is for connecting a pair of helical reinforcing bars F in a straight line, and is composed of three parts, and rotates integrally in a temporary assembly state that is not separated. Thus, the ends of the pair of spiral reinforcing bars F are accommodated inside.

また、仮組立状態の鉄筋連結具100の両側を回転させ、螺旋鉄筋Fの外面に形成された螺旋突起F’に圧縮及び引張力を同時に供給することにより、最終連結を完了する。   Further, the both ends of the rebar connecting tool 100 in the temporarily assembled state are rotated, and the final connection is completed by simultaneously supplying compressive and tensile forces to the spiral protrusions F ′ formed on the outer surface of the spiral reinforcing bar F.

より詳細には、鉄筋連結具100は、一対の螺旋鉄筋Fのそれぞれの一部を内部に収容し、螺旋鉄筋Fの螺旋突起F’に螺合して支持する支持具120と、支持具120の両側で一部が支持具120内に挿入されて螺合し、内部は螺旋突起F’に螺合して一対の螺旋鉄筋Fを拘束する一対の拘束具140とから構成され、支持具120が螺旋鉄筋Fに長手方向の圧縮力を加えると共に、拘束具140が螺旋鉄筋Fに長手方向の引張力を供給する。   More specifically, the reinforcing bar connector 100 accommodates a part of each of the pair of helical reinforcing bars F, and supports the supporting tool 120 by screwing and supporting the helical protrusion F ′ of the helical reinforcing bar F. A part is inserted into and screwed into the support tool 120 on both sides, and the inside is constituted by a pair of restraining tools 140 that are screwed into the spiral protrusions F ′ and restrain the pair of spiral reinforcing bars F. Applies a compressive force in the longitudinal direction to the helical rebar F, and the restraining device 140 supplies a tensile force in the longitudinal direction to the helical rebar F.

一対の拘束具140は、同じ形状を有するように構成されるので、部品の管理が容易であり、内部が長手方向に穿孔されて支持具120の内部に連通する。   Since the pair of restraining tools 140 are configured to have the same shape, it is easy to manage the parts, and the inside is drilled in the longitudinal direction to communicate with the inside of the support tool 120.

また、支持具120の中央には、内部を視認できるように検査孔122が穿孔される。   Further, an inspection hole 122 is drilled in the center of the support tool 120 so that the inside can be visually confirmed.

よって、支持具120の内部に収容された一対の螺旋鉄筋Fの端部がどこに位置しているかを肉眼で確認することができる。   Therefore, it can be confirmed with the naked eye where the ends of the pair of spiral reinforcing bars F housed in the support 120 are located.

以下、図4〜図6を参照して、支持具120と拘束具140の詳細構成について説明する。   Hereinafter, with reference to FIGS. 4-6, the detailed structure of the support tool 120 and the restraint tool 140 is demonstrated.

図4は本発明による螺旋鉄筋用鉄筋連結具100の詳細構成を示す分解斜視図であり、図5は本発明による螺旋鉄筋用鉄筋連結具100の内部構成を示す縦断面図であり、図6は本発明による螺旋鉄筋用鉄筋連結具100の内部構成を示す分解縦断面図である。   4 is an exploded perspective view showing a detailed configuration of the reinforcing bar connector 100 for helical rebar according to the present invention, and FIG. 5 is a longitudinal sectional view showing an internal configuration of the reinforcing bar connector 100 for spiral reinforcing bar according to the present invention. These are the exploded longitudinal cross-sectional views which show the internal structure of the reinforcing bar connector 100 for spiral reinforcing bars according to the present invention.

同図に示すように、支持具120は、中央部が穿孔され、両側は端部に近づくほど外径が減少する形状を有する。   As shown in the figure, the support tool 120 has a shape in which the central portion is perforated and the outer diameter of both sides decreases as the end portion is approached.

また、支持具120の内部には、螺旋突起F’に対応するピッチ及びサイズを有する鉄筋結合ネジ126が備えられる。鉄筋結合ネジ126は、互いに近接又は接触する一対の螺旋鉄筋Fの端部を内部に収容した状態で螺旋鉄筋Fの螺旋突起F’に螺合可能である。   In addition, a reinforcing bar coupling screw 126 having a pitch and a size corresponding to the spiral protrusion F ′ is provided inside the support tool 120. The reinforcing bar coupling screw 126 can be screwed into the spiral protrusion F ′ of the helical reinforcing bar F in a state where the ends of the pair of helical reinforcing bars F that are close to or in contact with each other are housed inside.

支持具120の中央には一対の検査孔122が穿孔され、支持具120の内部を視認できるように構成される。   A pair of inspection holes 122 are formed in the center of the support tool 120 so that the inside of the support tool 120 can be visually recognized.

支持具120の両側には、外径が徐々に減少する傾斜部124が備えられる。傾斜部124には雄ネジ125が形成され、拘束具140と支持具120が螺合可能となる構成であり、図5の拡大図に示すように、鋸歯ネジが適用される。   On both sides of the support tool 120, inclined portions 124 whose outer diameter gradually decreases are provided. The inclined portion 124 is formed with a male screw 125 so that the restraining tool 140 and the support tool 120 can be screwed together, and a sawtooth screw is applied as shown in the enlarged view of FIG.

よって、支持具120と拘束具140が互いに結合された状態で、互いに遠ざかる方向の力が加えられると、傾斜部124の傾斜にもかかわらず、十分な結合強度を発揮することができる。   Therefore, when a force in a direction away from each other is applied in a state where the support tool 120 and the restraint tool 140 are coupled to each other, a sufficient coupling strength can be exerted regardless of the inclination of the inclined portion 124.

一方、拘束具140は、同じ形状を有する一対で構成され、螺旋鉄筋Fと支持具120に同時に螺合することにより、一対の螺旋鉄筋Fが動かないように拘束する。   On the other hand, the restraining tool 140 is configured as a pair having the same shape, and is restrained so that the pair of spiral reinforcing bars F does not move by being screwed into the spiral reinforcing bar F and the support tool 120 at the same time.

より具体的に説明すると、拘束具140は、内部が長手方向に穿孔された円筒状を有し、内部には突起収容ネジ144が備えられる。   More specifically, the restraining tool 140 has a cylindrical shape whose inside is perforated in the longitudinal direction, and a protrusion accommodating screw 144 is provided inside.

突起収容ネジ144は、螺旋鉄筋Fの螺旋突起F’に対応するピッチ及びサイズを有するように構成され、螺旋突起F’に螺合する構成であり、鉄筋結合ネジ126と同じピッチ及びサイズを有する。   The protrusion accommodation screw 144 is configured to have a pitch and a size corresponding to the spiral protrusion F ′ of the spiral reinforcing bar F, and is configured to be screwed to the spiral protrusion F ′, and has the same pitch and size as the reinforcing bar coupling screw 126. .

また、突起収容ネジ144は拘束具140の長さ全体に対して所定の割合で形成され、それ以外の長さには雌ネジ142が形成される。   Further, the protrusion accommodating screw 144 is formed at a predetermined ratio with respect to the entire length of the restraining tool 140, and a female screw 142 is formed at other lengths.

雌ネジ142は、傾斜部124に形成された雄ネジ125に螺合する構成であり、傾斜部124に対応するように傾斜して形成される。   The female screw 142 is configured to be screwed into the male screw 125 formed in the inclined portion 124, and is formed to be inclined so as to correspond to the inclined portion 124.

すなわち、拘束具140は、一端部から内側に所定の深さまで徐々に小さくなる内径を有し、そこに雌ネジ142が形成される。   In other words, the restraining tool 140 has an inner diameter that gradually decreases from one end to the predetermined depth, and a female screw 142 is formed there.

また、雌ネジ142は、雄ネジ125と同様に鋸歯ネジが適用され、雄ネジ125に対応するピッチ及びサイズを有するように構成される。   The female screw 142 is configured to have a pitch and a size corresponding to the male screw 125 by applying a sawtooth screw similarly to the male screw 125.

よって、拘束具140は、雌ネジ142と雄ネジ125の螺合により支持具120に結合可能であり、突起収容ネジ144と螺旋突起F’の螺合により螺旋鉄筋Fに結合可能である。   Therefore, the restraining tool 140 can be coupled to the support tool 120 by screwing the female screw 142 and the male screw 125, and can be coupled to the spiral reinforcing bar F by screwing the projection housing screw 144 and the spiral projection F ′.

以下、図7〜図11を参照して、前述したように構成される鉄筋連結具100を用いて一対の鉄筋を連結する過程について説明する。   Hereinafter, a process of connecting a pair of reinforcing bars using the reinforcing bar connector 100 configured as described above will be described with reference to FIGS.

まず、図7は本発明による螺旋鉄筋用鉄筋連結具100の鉄筋連結前の状態を示す縦断面図であり、支持具120と一対の拘束具140は、図7に示すように、結合された仮締結状態で準備し、連結しようとする一対の螺旋鉄筋Fも共に準備する。   First, FIG. 7 is a longitudinal sectional view showing a state before the reinforcing bar connection of the reinforcing bar connector 100 for a helical reinforcing bar according to the present invention, and the support tool 120 and the pair of restraining tools 140 are coupled as shown in FIG. A pair of helical rebars F that are prepared in a temporarily fastened state and are to be connected are also prepared.

その後、図8に示すように、鉄筋連結具100を1本の螺旋鉄筋Fの外面に配置する。   After that, as shown in FIG. 8, the reinforcing bar connector 100 is arranged on the outer surface of one spiral reinforcing bar F.

すなわち、鉄筋連結具100を回転させて螺旋突起F’に螺合する。ここで、螺旋突起F’は、拘束具140の突起収容ネジ144、支持具120の鉄筋結合ネジ126、拘束具140の突起収容ネジ144に順次螺合し、図8の状態となる。   That is, the reinforcing bar connector 100 is rotated and screwed into the spiral protrusion F ′. Here, the spiral protrusion F ′ is sequentially screwed into the protrusion accommodating screw 144 of the restraining tool 140, the reinforcing bar coupling screw 126 of the support tool 120, and the protrusion accommodating screw 144 of the restraining tool 140, resulting in the state of FIG. 8.

図8は本発明による螺旋鉄筋用鉄筋連結具100の内部に鉄筋が挿入された状態を示す縦断面図である。   FIG. 8 is a longitudinal sectional view showing a state in which a reinforcing bar is inserted into the reinforcing bar connector 100 for a spiral reinforcing bar according to the present invention.

その後、図9に示すように、一対の螺旋鉄筋Fを突き合わせて同一直線上に配置し、次に鉄筋連結具100を回転させて矢印方向へ移送する。   Then, as shown in FIG. 9, a pair of helical rebar F is faced | matched and arrange | positioned on the same straight line, and then the reinforcing bar connector 100 is rotated and transferred in the direction of the arrow.

図9は本発明による螺旋鉄筋用鉄筋連結具100の他の鉄筋との結合前の状態を示す縦断面図である。   FIG. 9 is a longitudinal cross-sectional view showing a state before coupling with another reinforcing bar of the reinforcing bar connector 100 for spiral reinforcing bars according to the present invention.

これらの過程が完了すると、図10に示すように、鉄筋連結具100の内部に一対の螺旋鉄筋Fの端部が位置する状態となり、検査孔122により螺旋鉄筋Fの端部の位置を外部から肉眼で確認することができる。   When these processes are completed, as shown in FIG. 10, the ends of the pair of spiral reinforcing bars F are positioned inside the reinforcing bar connector 100, and the positions of the ends of the spiral reinforcing bars F are externally moved by the inspection holes 122. It can be confirmed with the naked eye.

しかし、鉄筋連結具100は、図10の状態では、一対の鉄筋に微細な動きを生じさせることがある。   However, in the state of FIG. 10, the reinforcing bar connector 100 may cause a minute movement of the pair of reinforcing bars.

すなわち、図10は本発明による螺旋鉄筋用鉄筋連結具100を用いて一対の鉄筋を仮組立した状態を示す縦断面図であり、図10の拡大図に示すように、一対の鉄筋が鉄筋連結具100の内部に挿入された状態であっても、突起収容ネジ144及び鉄筋結合ネジ126は螺旋突起F’に圧力を加えた状態ではないので、螺旋鉄筋Fに遊びが生じ得る。   That is, FIG. 10 is a longitudinal sectional view showing a state in which a pair of reinforcing bars is temporarily assembled using the reinforcing bar coupler 100 for spiral reinforcing bars according to the present invention. As shown in the enlarged view of FIG. Even in the state of being inserted into the tool 100, the protrusion receiving screw 144 and the reinforcing bar coupling screw 126 are not in a state of applying pressure to the helical protrusion F ′, so that play can occur in the helical reinforcing bar F.

よって、図10に矢印で示すように、一対の拘束具140を異なる方向に回転させて締めることにより、突起収容ネジ144及び鉄筋結合ネジ126が螺旋突起F’に圧力を加えるように強制することができる。   Therefore, as shown by the arrow in FIG. 10, the projection housing screw 144 and the reinforcing bar coupling screw 126 are forced to apply pressure to the spiral projection F ′ by rotating and tightening the pair of restraints 140 in different directions. Can do.

図11は本発明による螺旋鉄筋用鉄筋連結具を用いて一対の鉄筋の連結完了時の鉄筋外面との接触状態を示す縦断面図であり、図10の状態において、一対の拘束具140が異なる方向に回転して互いに支持具120から遠ざかる方向に動くので、一対の螺旋鉄筋Fは螺旋突起F’と突起収容ネジ144の干渉により、下の拡大図に示すように、拘束具140から引張力を受ける。   FIG. 11 is a longitudinal sectional view showing a contact state with the outer surface of the reinforcing bar when the pair of reinforcing bars are connected by using the reinforcing bar connecting tool for helical rebar according to the present invention. In the state shown in FIG. Since the pair of spiral reinforcing bars F rotate in the direction and move away from the support member 120, the pair of spiral reinforcing bars F are pulled by the restraining tool 140 as shown in the enlarged view below due to the interference between the spiral protrusion F ′ and the protrusion receiving screw 144. Receive.

それと同時に、支持具120の内部に位置する一対の螺旋鉄筋Fの螺旋突起F’は、鉄筋結合ネジ126の干渉により、上の拡大図に示すように、支持具120から圧縮力を受ける。   At the same time, the spiral protrusions F ′ of the pair of helical rebars F located inside the support tool 120 receive a compressive force from the support tool 120 as shown in the enlarged view above due to the interference of the reinforcing bar coupling screw 126.

このような作用は、螺旋突起F’が突起収容ネジ144及び鉄筋結合ネジ126に同時に接触し、それと同時に支持具120と拘束具140が螺合し、突起収容ネジ144及び鉄筋結合ネジ126のサイズが螺旋突起F’のサイズより大きく形成されることによるものである。   In such an operation, the spiral protrusion F ′ simultaneously contacts the protrusion receiving screw 144 and the reinforcing bar connecting screw 126, and at the same time, the support tool 120 and the restraining tool 140 are screwed together, so that the size of the protrusion receiving screw 144 and the reinforcing bar connecting screw 126 is increased. This is because is formed larger than the size of the spiral protrusion F ′.

本発明は前述した実施形態に限定されるものではなく、前述した技術範囲内であれば、当業界における通常の技術者によって本発明に基づく様々な変形が可能であろう。   The present invention is not limited to the above-described embodiment, and various modifications based on the present invention can be made by a person skilled in the art within the technical scope described above.

例えば、本発明の実施形態においては、雌ネジ142と雄ネジ125が支持具120と拘束具140の傾斜した面に形成されるように構成しているが、対応するピッチ及びサイズを有して螺合可能なものであれば、段差を有して形成された内/外周面に形成してもよいことは言うまでもない。   For example, in the embodiment of the present invention, the female screw 142 and the male screw 125 are configured to be formed on the inclined surfaces of the support tool 120 and the restraining tool 140, but have a corresponding pitch and size. Needless to say, it may be formed on the inner / outer peripheral surface formed with a step as long as it can be screwed.

また、本発明の実施形態においては、図11で支持具120と拘束具140が互いに遠ざかる方向に最終結合する方法について説明したが、支持具120と拘束具140が互いに近づく方向に回転させたとしても、一対の螺旋鉄筋Fのそれぞれの外面に引張力と圧縮力を同時に発生させた状態で堅固に連結できることは言うまでもない。   Further, in the embodiment of the present invention, the method of finally coupling the support tool 120 and the restraining tool 140 in the direction away from each other has been described with reference to FIG. 11, but it is assumed that the support tool 120 and the restraining tool 140 are rotated in the direction approaching each other. However, it goes without saying that the outer surface of each of the pair of spiral reinforcing bars F can be firmly connected in a state where a tensile force and a compressive force are simultaneously generated.

本発明による螺旋鉄筋用鉄筋連結具は、仮組立した状態で一対の螺旋鉄筋を内部に収容し、完全組立時に螺旋鉄筋に圧縮力と引張力を同時に供給するように作用する。   The reinforcing bar coupler for a helical reinforcing bar according to the present invention accommodates a pair of helical reinforcing bars in a temporarily assembled state, and acts to supply compressive force and tensile force to the helical reinforcing bar at the time of complete assembly.

また、鉄筋を回転させない状態で連結することができる。   Moreover, it can connect in the state which does not rotate a reinforcing bar.

よって、鉄筋連結作業が簡単になり、管理が容易になるので、広範囲の産業現場で用いることができる。   Therefore, the rebar connection work is simplified and management is facilitated, so that it can be used in a wide range of industrial sites.

また、鉄筋連結が完了すると揺れ及び緩みが制限されるので、構造物に対する安全性及び信頼性を確保することができる。   Further, when the reinforcing bar connection is completed, the shaking and the loosening are restricted, so that safety and reliability for the structure can be ensured.

それだけでなく、鉄筋連結後に内部を透視することにより誤組立の有無を肉眼で検査することができるので、熟練度に関係なく誰でも正確かつ堅固な結合を行うことができ、その波及効果は非常に大きい。   Not only that, it is possible to visually inspect the presence of misassembly by looking through the interior after connecting the reinforcing bars, so that anyone can perform an accurate and firm connection regardless of skill level, and the ripple effect is very Big.

Claims (6)

一対の螺旋鉄筋のそれぞれの一部を内部に収容し、螺旋鉄筋の螺旋突起に螺合して支持する支持具と、
前記支持具の両側で一部が支持具内に挿入されて螺合し、内部は螺旋突起に螺合して一対の螺旋鉄筋を拘束する一対の拘束具とから構成され、
前記支持具及び拘束具は、一対の螺旋鉄筋のそれぞれに引張力及び圧縮力を同時に供給することを特徴とする螺旋鉄筋用鉄筋連結具。
A support that houses a part of each of the pair of spiral reinforcing bars and is screwed into and supported by the spiral protrusions of the spiral reinforcing bars;
A part is inserted into and screwed into the support tool on both sides of the support tool, and the inside is composed of a pair of restraining tools that screw into the spiral protrusions and restrain the pair of spiral reinforcing bars,
The support tool and the restraining tool simultaneously supply a tensile force and a compressive force to each of a pair of spiral reinforcing bars, and the reinforcing bar connecting tool for spiral reinforcing bars.
前記一対の拘束具は同じ形状を有することを特徴とする請求項1に記載の螺旋鉄筋用鉄筋連結具。   The rebar connector for spiral reinforcing bars according to claim 1, wherein the pair of restraints have the same shape. 前記支持具の両側には、拘束具に螺合する雄ネジが傾斜して形成された傾斜部が備えられ、
前記支持具の内部には、螺旋突起に対応するピッチを有する鉄筋結合ネジが備えられることを特徴とする請求項2に記載の螺旋鉄筋用鉄筋連結具。
On both sides of the support device, there are provided inclined portions formed by inclining male screws that are screwed into the restraint device,
The reinforcing bar connecting tool for a spiral reinforcing bar according to claim 2, wherein a reinforcing bar connecting screw having a pitch corresponding to the spiral protrusion is provided inside the support.
前記拘束具の内部一側には、前記雄ネジに対応するピッチを有する雌ネジと、前記螺旋突起に対応するピッチを有する突起収容ネジとが備えられ、
前記雄ネジ及び雌ネジは、突起収容ネジ及び鉄筋結合ネジと異なるピッチを有することを特徴とする請求項3に記載の螺旋鉄筋用鉄筋連結具。
The inner one side of the restraint is provided with a female screw having a pitch corresponding to the male screw, and a protrusion accommodating screw having a pitch corresponding to the spiral protrusion,
The said male screw and a female screw have a different pitch from a protrusion accommodation screw and a reinforcing bar coupling screw, The reinforcing bar connector for spiral reinforcing bars according to claim 3 characterized by things.
前記雄ネジ及び雌ネジは鋸歯ネジが適用されることを特徴とする請求項4に記載の螺旋鉄筋用鉄筋連結具。   5. The reinforcing bar coupler for a spiral reinforcing bar according to claim 4, wherein a sawtooth screw is applied to the male screw and the female screw. 前記支持具の一側には、前記支持具の内部に挿入された一対の螺旋鉄筋端部の位置を外部から確認するための検査孔が備えられることを特徴とする請求項5に記載の螺旋鉄筋用鉄筋連結具。   The spiral according to claim 5, wherein an inspection hole for confirming the position of a pair of spiral reinforcing bar ends inserted into the support from the outside is provided on one side of the support. Reinforcing bar connector for reinforcing bars.
JP2016533270A 2014-07-08 2015-07-08 Reinforcing bar coupler for spiral rebar Active JP6208359B2 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
KR1020140085028A KR101506733B1 (en) 2014-07-08 2014-07-08 Reinforcing rod a coupling device for hooped reinforcement
KR10-2014-0085028 2014-07-08
PCT/KR2015/007089 WO2016006934A1 (en) 2014-07-08 2015-07-08 Steel bar connector for threaded steel bars

Publications (2)

Publication Number Publication Date
JP2016532029A true JP2016532029A (en) 2016-10-13
JP6208359B2 JP6208359B2 (en) 2017-10-04

Family

ID=53028817

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2016533270A Active JP6208359B2 (en) 2014-07-08 2015-07-08 Reinforcing bar coupler for spiral rebar

Country Status (5)

Country Link
EP (1) EP3168386A4 (en)
JP (1) JP6208359B2 (en)
KR (1) KR101506733B1 (en)
CN (1) CN106133255B (en)
WO (1) WO2016006934A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023219150A1 (en) * 2022-05-12 2023-11-16 合同製鐵株式会社 Coupler for threaded rebar and threaded rebar equipped with said coupler

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101979898B1 (en) * 2017-04-07 2019-05-17 이신호 coupler for joinning of rebar
KR102272480B1 (en) * 2019-10-15 2021-07-02 양현민 steel reinforcing bar coupler for concrete construction
KR102105141B1 (en) * 2019-11-07 2020-04-27 황영태 Reinforcing bar coupler with tapered clamping structure
DE102020102910B3 (en) * 2020-02-05 2021-07-01 CNC-Technik Lapp GmbH Screw clamp
CN111364691A (en) * 2020-04-23 2020-07-03 南京奎道科技有限公司 Screw thread clip formula steel bar connection spare
RU204021U1 (en) * 2020-12-04 2021-05-04 Александр Петрович Перфильев COUPLING FOR CONNECTING REINFORCEMENT RODS OF FRAMES AND NETS
CN113857775B (en) * 2021-09-08 2023-03-24 中建材中岩科技有限公司 Preparation method of semi-grouting sleeve with high connection quality and low cost and product thereof
CN115504387A (en) * 2022-11-22 2022-12-23 中国核工业二四建设有限公司 Auxiliary hoisting equipment for installing reinforcing steel bars and auxiliary hoisting method thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20070054417A (en) * 2005-11-23 2007-05-29 김용근 Threaded sleeve for coupling the threaded deformed reinforcing bars
KR20140054691A (en) * 2012-10-29 2014-05-09 현대제철 주식회사 Coupling apparatus of threaded reinforcing bar

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3817340B2 (en) * 1997-06-16 2006-09-06 東京鐵鋼株式会社 Screw rebar coupling device
KR200243949Y1 (en) * 1999-06-28 2001-09-29 황종범 Clamp for union of reinforcing bar
AU5366100A (en) * 1999-12-08 2001-06-14 Suntisuk Dr Plooksawasdi Self coupling steel bar connections
KR100345181B1 (en) * 2000-01-29 2002-07-24 주식회사 토펙엔지니어링 건축사사무소 Splicing device for reinforcement steel bars
KR20020023984A (en) * 2002-01-02 2002-03-29 박종철 Steel bar coupler of the teeth of a saw type
KR200317061Y1 (en) * 2003-03-10 2003-06-25 구영일 The bar-coupler
KR20060004745A (en) * 2004-07-08 2006-01-16 김지수 Steel reinforcing coupler
KR100838962B1 (en) * 2006-12-21 2008-06-16 (주)바로건설기술 Connectting structure of steel bar
CN201292612Y (en) * 2008-11-07 2009-08-19 歌山建设集团有限公司 Novel steel bar connector
KR101301158B1 (en) * 2012-06-08 2013-09-03 엘케이테크 주식회사 A combination device for rebar

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20070054417A (en) * 2005-11-23 2007-05-29 김용근 Threaded sleeve for coupling the threaded deformed reinforcing bars
KR20140054691A (en) * 2012-10-29 2014-05-09 현대제철 주식회사 Coupling apparatus of threaded reinforcing bar

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023219150A1 (en) * 2022-05-12 2023-11-16 合同製鐵株式会社 Coupler for threaded rebar and threaded rebar equipped with said coupler

Also Published As

Publication number Publication date
EP3168386A4 (en) 2018-03-14
EP3168386A1 (en) 2017-05-17
JP6208359B2 (en) 2017-10-04
WO2016006934A1 (en) 2016-01-14
CN106133255B (en) 2018-11-20
KR101506733B1 (en) 2015-03-30
CN106133255A (en) 2016-11-16

Similar Documents

Publication Publication Date Title
JP6208359B2 (en) Reinforcing bar coupler for spiral rebar
JP6700253B2 (en) Reinforcing bar connector for spiral rebar
JP6352425B2 (en) Socket fastening type rebar joint with joint end member
KR101807467B1 (en) Reinforcing rod a coupling device
KR101123849B1 (en) Reinforcement binder mechanism
KR20190064240A (en) Couplings for reinforcing bars and their connection methods using reinforcing bars
KR101285704B1 (en) A reinforcing bar connector
KR101697517B1 (en) Reinforcing rod a coupling device
JP3160121U (en) Rebar and rebar joint
KR101708471B1 (en) Reinforcing rod a coupling device
KR101587733B1 (en) Reinforcing rod a coupling device for hooped reinforcement
KR102547671B1 (en) Reinforcing rod a coupling device
KR101370329B1 (en) A Polyfunctional combination device for rebar
KR101566610B1 (en) Reinforcing rod a coupling device for hooped reinforcement
KR102192982B1 (en) Rebar Coupler with Easy Connection
KR20190027066A (en) Reinforcing rod a coupling device for hooped reinforcement
KR101301158B1 (en) A combination device for rebar
JP2006077482A (en) Steel pipe pile structure
KR101187379B1 (en) Screw type rebar coupler
KR101871807B1 (en) Universal Steel Reinforcement Coupler for Concrete Construction
KR101505961B1 (en) Reinforcing rod a coupling device for hooped reinforcement
KR20190040393A (en) Reinforcing rod a coupling device for hooped reinforcement
KR101370370B1 (en) A Polyfunctional combination device for rebar
KR102550300B1 (en) Reinforcing rod a coupling device
KR102550297B1 (en) Reinforcing rod a coupling device

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20161129

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20170224

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170307

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20170808

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20170906

R150 Certificate of patent or registration of utility model

Ref document number: 6208359

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250