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JP6430906B2 - Threaded joint for threaded rebar - Google Patents
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JP6430906B2 - Threaded joint for threaded rebar - Google Patents

Threaded joint for threaded rebar Download PDF

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JP6430906B2
JP6430906B2 JP2015142708A JP2015142708A JP6430906B2 JP 6430906 B2 JP6430906 B2 JP 6430906B2 JP 2015142708 A JP2015142708 A JP 2015142708A JP 2015142708 A JP2015142708 A JP 2015142708A JP 6430906 B2 JP6430906 B2 JP 6430906B2
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JP2017025506A (en
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貴之 野田
貴之 野田
順三 林
順三 林
美香 小西
美香 小西
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株式会社伊藤製鐵所
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Description

本発明は、2本のネジ節鉄筋の端部同士を接続固定するネジ節鉄筋用継手に関するものである。   The present invention relates to a joint for a threaded reinforcing bar that connects and fixes the ends of two threaded reinforcing bars.

土木建築用コンクリート構造物の補強材である異形棒鋼を連結させるために、外周に平坦面とネジ節とが形成された異形棒鋼(ネジ節鉄筋)に螺合可能な継手が用いられている。このような継手を用いたネジ節鉄筋同士を接合する際には、継手内に隣り合うネジ節鉄筋の端部をそれぞれ挿入した状態で、継手内にグラウトを注入することで、継手とネジ節鉄筋とを一体化する。   In order to connect a deformed steel bar, which is a reinforcing material for a concrete structure for civil engineering and construction, a joint that can be screwed into a deformed steel bar (threaded bar) having a flat surface and a screw node formed on the outer periphery is used. When joining threaded joints using such joints, grout is injected into the joint with the ends of adjacent threaded joints inserted in the joint. Integrate rebar.

特許文献1には、内周面の全面に亘ってネジ節鉄筋のネジ節と螺合するネジ節が周設されているカプラーが開示されている。このようなカプラーを用いてネジ節鉄筋を接合する際には、カプラーのネジ節とネジ節鉄筋のネジ節との間隙が小さいため、カプラーがネジ節鉄筋に螺合可能に接合するネジ節鉄筋同士の位相合わせが煩雑であった。   Patent Document 1 discloses a coupler in which a screw node that is screwed with a screw node of a screw node reinforcing bar is provided over the entire inner peripheral surface. When joining screw rebars using such a coupler, the gap between the coupler's screw joints and the screw joints of the screw joints is small, so the screw joints are joined so that the coupler can be screwed onto the screw joints. The phase alignment between them was complicated.

そこで、継手を用いたネジ節鉄筋同士の接合作業を簡便に行うため、特許文献2記載のカプラー及び特許文献3記載のスリーブ継手が提案されている。特許文献2のカプラーでは、特許文献1記載にカプラーよりも小さいネジ節が形成されている。このようなカプラーでは、ネジ節鉄筋のネジ節とカプラーのネジ節とのクリアランスが大きく確保されるため、ネジ節同士のピッチを完全に一致させることなく、ネジ節鉄筋同士を接合することができる。   Therefore, in order to easily perform the joining operation of the threaded joints using the joint, a coupler described in Patent Document 2 and a sleeve joint described in Patent Document 3 have been proposed. In the coupler of Patent Document 2, a screw node smaller than that of the coupler is described in Patent Document 1. In such a coupler, since the clearance between the screw joint of the screw joint and the screw joint of the coupler is large, it is possible to join the screw joints without completely matching the pitch of the screw joints. .

特許文献3のスリーブ継手は、筒状に形成されたスリーブ本体と、スリーブ本体の両端に配設されてスリーブ本体内に充填されるグラウトを封止するシール材と、を備えている。このスリーブ継手は、ネジ節鉄筋のネジ節と螺合するネジ節を備えておらず、ネジ節同士のピッチズレを吸収してネジ節鉄筋同士を容易に接合することができる。   The sleeve joint of Patent Document 3 includes a sleeve main body formed in a cylindrical shape, and a sealing material that is disposed at both ends of the sleeve main body and seals the grout filled in the sleeve main body. This sleeve joint does not include a screw joint that is screwed with a screw joint of the screw joint reinforcing bar, and can easily join the screw joint reinforcing bars by absorbing a pitch shift between the screw joints.

特開昭60−253650号公報JP-A-60-253650 特開2002−235404号公報JP 2002-235404 A 特開平8−189142号公報JP-A-8-189142

しかしながら、上述したような特許文献2記載のカプラーでは、カプラーのネジ節とネジ節鉄筋のネジ節との締結力が弱く、カプラーの継手長が長くなるという問題があった。   However, in the coupler described in Patent Document 2 as described above, there is a problem that the fastening force between the coupler screw and the screw joint of the screw joint is weak, and the joint length of the coupler becomes long.

また、上述したような特許文献3記載のスリーブ継手では、スリーブ継手とネジ節鉄筋とがグラウトで一体化されて固定されるため、スリーブ継手とネジ節鉄筋との接着力を確保するために、スリーブ継手の継手長は特許文献2記載のカプラーよりも長くなるという問題があった。また、スリーブ継手は、内部に充填されるグラウト材の容積に応じてスリーブ本体が大型化するという問題があった。   Further, in the sleeve joint described in Patent Document 3 as described above, since the sleeve joint and the screw joint reinforcing bar are integrated and fixed by the grout, in order to ensure the adhesive force between the sleeve joint and the thread joint reinforcing bar, The joint length of the sleeve joint is longer than that of the coupler described in Patent Document 2. Further, the sleeve joint has a problem that the sleeve main body is enlarged according to the volume of the grout material filled therein.

そこで、本発明はこのような従来の課題に鑑みてなされたものであり、ネジ節鉄筋同士を簡便且つ強固に接合可能であり、省スペースで設置可能なネジ節鉄筋用継手を提供することを目的とする。   Therefore, the present invention has been made in view of such a conventional problem, and provides a joint for a threaded bar which can be simply and firmly joined to each other and can be installed in a small space. Objective.

本発明は上記目的を達成するために提案されたものであり、請求項1記載の発明は、2本のネジ節鉄筋の端部同士を接続固定するネジ節鉄筋用継手において、前記ネジ節鉄筋に嵌合可能な筒状の本体と、前記ネジ節鉄筋の平坦面と隙間を空けて対向可能に形成され、前記本体部の内周面に前記本体部の軸方向に沿って互いに対向して2列に形成された複数の節と、前記本体の内周面に周方向に刻設され、平面視で前記周方向において前記節の間にのみ配置された凹部と、を備えているネジ節鉄筋用継手を提供する。 The present invention has been proposed in order to achieve the above object, and the invention according to claim 1 is a threaded joint for a threaded joint that connects and fixes the ends of two threaded joints. A cylindrical main body that can be fitted to the flat surface of the threaded reinforcing bar so as to be opposed to each other with a gap, and opposed to each other along the axial direction of the main body on the inner peripheral surface of the main body. A screw node comprising: a plurality of nodes formed in two rows; and a recess cut in the inner circumferential surface of the main body in the circumferential direction and disposed only between the nodes in the circumferential direction in plan view. Provide rebar joints.

この構成によれば、ネジ節鉄筋用継手の節とネジ節鉄筋の平坦面とを対向させた状態でネジ節鉄筋用継手をネジ節鉄筋に対して軸方向にスライドさせながら嵌合させることにより、ネジ節鉄筋用継手をネジ節鉄筋に対して螺進させることなく、ネジ節鉄筋用継手を所望の位置に簡便に配置することができる。また、ネジ節鉄筋用継手がネジ節鉄筋に対して回転して、列設された節の間にネジ節が係合することにより、ネジ節鉄筋用継手とネジ節鉄筋とが強固に締結されるため、短い継手長のネジ節鉄筋用継手でネジ節鉄筋同士を接合することができる。また、凹部と該凹部の形状に沿って突状に固化したグラウトとが係合することにより、ネジ節鉄筋用継手とネジ節鉄筋とが強固に接合されるため、短い継手長のネジ節鉄筋用継手でネジ節鉄筋同士を接合することができる。さらに、凹部と該凹部の形状に沿って突状に固化したグラウトとの係合領域が本体の周方向に沿って形成されることにより、ネジ節鉄筋用継手とネジ節鉄筋とが軸方向の荷重に対して強く接合されるため、短い継手長のネジ節鉄筋用継手でネジ節鉄筋同士を接合することができる。そして、平面視で周方向において節の間に亘って配置されていることにより、ネジ節鉄筋用継手とネジ節鉄筋とがネジ節鉄筋用継手の軸方向の荷重に対して更に強固に抵抗可能なため、短い継手長のネジ節鉄筋用継手でネジ節鉄筋同士を接合することができる。 According to this configuration, the screw joint of the screw joint is slid in the axial direction with respect to the screw joint with the joint of the joint for the joint of the screw joint facing the flat surface of the screw joint. The threaded joint for threaded reinforcing bar can be simply arranged at a desired position without screwing the joint for threaded reinforcing bar relative to the threaded joint. In addition, the threaded bar joint is rotated with respect to the threaded bar and the threaded joint is engaged between the arranged nodes, so that the threaded bar joint and the threaded reinforcing bar are firmly fastened. Therefore, screw joints can be joined to each other with a joint for thread joints having a short joint length. In addition, since the concave portion and the grout solidified in a projecting manner along the shape of the concave portion are engaged, the joint for screw joint and the joint for screw joint are firmly joined. Threaded joints can be joined with joints. Further, the engagement region between the concave portion and the grout solidified in a projecting manner along the shape of the concave portion is formed along the circumferential direction of the main body, so that the joint for the screw joint and the screw joint is axially provided. Since it is strongly joined to the load, the threaded joints can be joined with a joint for threaded joints with a short joint length. And by arranging between the nodes in the circumferential direction in a plan view, the joint for threaded joint and the threaded joint can more strongly resist the axial load of the joint for joint of threaded joint. Therefore, screw joints can be joined with a joint for thread joints with a short joint length.

請求項2記載の発明は、請求項1記載のネジ節鉄筋用継手の構成に加えて、前記節の前記軸方向に沿った断面形状が、台形状であるネジ節鉄筋用継手を提供する。   In addition to the structure of the joint for threaded joints according to claim 1, the invention according to claim 2 provides a joint for threaded joints in which the sectional shape of the joint along the axial direction is trapezoidal.

この構成によれば、ネジ節鉄筋用継手の節とネジ節鉄筋のネジ節との間のクリアランスが小さいことにより、ネジ節鉄筋用継手とネジ節鉄筋とがさらに強固に締結されるため、短い継手長のネジ節鉄筋用継手でネジ節鉄筋同士を接合することができる。   According to this structure, since the clearance between the joint of the joint for threaded joints and the threaded joint of the threaded joint is small, the joint for joints of the threaded joint and the joint of the threaded joint are more firmly fastened. Screw joints can be joined to each other with a joint for joints with thread joints.

請求項3記載の発明は、請求項1又は2記載のネジ節鉄筋用継手の構成に加えて、前記本体の一方端から所定位置まで前記節が配置され、前記本体の他方端から所定位置まで前記本体の内周面に前記ネジ節鉄筋と係合可能なネジ節が周設されているネジ節鉄筋用継手を提供する。 According to a third aspect of the present invention, in addition to the configuration of the joint for threaded joints of the first or second aspect, the node is disposed from one end of the main body to a predetermined position, and from the other end of the main body to the predetermined position. Provided is a joint for threaded bar reinforcement, in which a screw node that can be engaged with the threaded bar reinforcement is provided on the inner peripheral surface of the main body.

この構成によれば、ネジ節鉄筋用継手の少なくとも一部に節を形成することにより、節の形成領域においては、ネジ節鉄筋用継手の節とネジ節鉄筋の平坦面とを対向させた状態でネジ節鉄筋用継手をネジ節鉄筋に対して軸方向にスライドさせながら嵌合させ、ネジ節鉄筋用継手を所望の位置に簡便に配置することができると共に、ネジ節鉄筋用継手がネジ節鉄筋に対して回転して、列設された節の間にネジ節鉄筋のネジ節が係合することにより、ネジ節鉄筋用継手とネジ節鉄筋とが強固に締結されるため、短い継手長のネジ節鉄筋用継手でネジ節鉄筋同士を接合することができる。   According to this configuration, by forming a node in at least a part of the joint for threaded joints, a state in which the joint of the joint for threaded joints and the flat surface of the threaded joint is opposed in the joint formation region The screw joints for screw joints can be easily placed in the desired position by sliding the joints for screw joints while sliding the joints for screw joints in the axial direction. Rotating relative to the reinforcing bars, the threaded joints of the threaded joints are tightly fastened by engaging the threaded joints of the threaded joints between the arranged nodes. Thread joints can be joined to each other with a joint for thread joints.

本発明は、ネジ節鉄筋用継手の節とネジ節鉄筋の平坦面とを対向させた状態でネジ節鉄筋用継手をネジ節鉄筋に対して軸方向に嵌合させることにより、ネジ節鉄筋用継手をネジ節鉄筋に対して螺進させることなく、ネジ節鉄筋用継手を所望の位置に簡便に配置することができる。また、ネジ節鉄筋用継手がネジ節鉄筋に対して回転して、列設された節の間にネジ節が係合することにより、ネジ節鉄筋用継手とネジ節鉄筋とが強固に締結されるため、短い継手長のネジ節鉄筋用継手でネジ節鉄筋同士を接合することができる。   The present invention provides a screw joint for a screw joint by fitting a joint for a screw joint in the axial direction with respect to the screw joint with a joint of the joint for a joint and a flat surface of the joint. It is possible to easily arrange the joint for threaded bar at a desired position without screwing the joint with respect to the threaded reinforcing bar. In addition, the threaded bar joint is rotated with respect to the threaded bar and the threaded joint is engaged between the arranged nodes, so that the threaded bar joint and the threaded reinforcing bar are firmly fastened. Therefore, screw joints can be joined to each other with a joint for thread joints having a short joint length.

本発明の一実施例に係るネジ節鉄筋用継手を示す側面図及び部分拡大図。The side view and partial enlarged view which show the coupling for threaded joints concerning one Example of this invention. (a)は、ネジ節鉄筋用継手とネジ節鉄筋とを螺合させる前の状態を示す図であり、(b)は、ネジ節鉄筋用継手とネジ節鉄筋とを螺合させた状態を示す図。(A) is a figure which shows the state before screwing a screw joint and a screw joint, and (b) is a state which screwed together the joint for a screw joint and a screw joint. FIG. (a)は、断面台形状の節を示す断面図であり、(b)は、断面三角形状の節を示す断面図。(A) is sectional drawing which shows the node of a cross-sectional trapezoid shape, (b) is sectional drawing which shows a cross-sectional triangle-shaped node. 図1に示すネジ節鉄筋用継手を用いたネジ節鉄筋の接合手順を示す模式図。The schematic diagram which shows the joining procedure of the screw joint using the joint for screw joints shown in FIG. (a)は、図4(a)の4A部拡大図であり、(b)は、図4(b)の4B部拡大図である。(A) is the 4A section enlarged view of Fig.4 (a), (b) is the 4B section enlarged view of FIG.4 (b). ネジ節鉄筋用継手と従来のカプラーとの弾塑性域正負繰返し試験の試験結果を示す表。The table | surface which shows the test result of the elastoplastic area positive / negative repetition test of the joint for threaded joints and the conventional coupler. 変形例に係るネジ節鉄筋用継手を用いたネジ節鉄筋の接合手順を示す模式図。The schematic diagram which shows the joining procedure of the screw joint using the joint for screw joints which concerns on a modification.

本発明は、ネジ節鉄筋同士を簡便且つ強固に接合可能であり、省スペースで設置可能なネジ節鉄筋用継手を提供するという目的を達成するために、2本のネジ節鉄筋の端部同士を接続固定するネジ節鉄筋用継手において、ネジ節鉄筋に嵌合可能な筒状の本体と、ネジ節鉄筋の平坦面と隙間を空けて対向可能に形成され、本体部の内周面に本体部の軸方向に沿って互いに対向して2列に形成された複数の節と、本体の内周面に周方向に刻設され、平面視で周方向において節の間にのみ配置された凹部と、を備えていることにより実現した。 In order to achieve the object of the present invention to provide a joint for screw joints that can be easily and firmly joined to each other and can be installed in a small space, the ends of two thread joints are connected to each other. In the joint for threaded reinforcing bar that connects and secures, the cylindrical main body that can be fitted to the threaded reinforcing bar, and the flat surface of the threaded reinforcing bar are formed so as to be able to face each other with a gap, and the body is formed on the inner peripheral surface of the main body part. A plurality of nodes formed in two rows facing each other along the axial direction of the part, and a recess engraved in the circumferential direction on the inner peripheral surface of the main body and disposed only between the nodes in the circumferential direction in plan view And realized.

以下、本発明の一実施例に係るネジ節鉄筋用継手1について、図面に基づいて説明する。なお、以下の実施例において、構成要素の数、数値、量、範囲等に言及する場合、特に明示した場合及び原理的に明らかに特定の数に限定される場合を除き、その特定の数に限定されるものではなく、特定の数以上でも以下でも構わない。   DESCRIPTION OF EMBODIMENTS Hereinafter, a threaded joint 1 for threaded joints according to an embodiment of the present invention will be described with reference to the drawings. In the following examples, when referring to the number, numerical value, quantity, range, etc. of the constituent elements, the specific number is used unless otherwise specified and clearly limited to a specific number in principle. It is not limited, and it may be a specific number or more.

また、構成要素等の形状、位置関係に言及するときは、特に明示した場合及び原理的に明らかにそうでないと考えられる場合等を除き、実質的にその形状等に近似又は類似するもの等を含む。   In addition, when referring to the shapes and positional relationships of components, etc., those that are substantially similar to or similar to the shapes, etc., unless otherwise specified or otherwise considered in principle to be apparent. Including.

また、図面は、特徴を分かり易くするために特徴的な部分を拡大する等して誇張する場合があり、構成要素の寸法比率等が実際と同じであるとは限らない。また、断面図では、構成要素の断面構造を分かり易くするために、一部の構成要素のハッチングを省略することがある。   In addition, the drawings may be exaggerated by enlarging characteristic portions in order to make the features easy to understand, and the dimensional ratios and the like of the constituent elements are not always the same. In the cross-sectional view, hatching of some components may be omitted in order to facilitate understanding of the cross-sectional structure of the components.

図1は、ネジ節鉄筋用継手1を軸方向から視た側面図及び部分拡大図である。図2は、ネジ節鉄筋用継手1をネジ節鉄筋2に螺合させる前後を示す図である。図3は、節20の縦断面図である。ネジ節鉄筋用継手1は、ネジ節鉄筋2の端部同士を接合する。ネジ節鉄筋2は、土木建築用コンクリート構造物の端部から突出する補強材であり、外周に平坦面2aとネジ節2bとが設けられている。以下、ネジ節鉄筋2を便宜上区別する場合には、ネジ節鉄筋用継手1に先行して嵌合される先行側の雄側ネジ節鉄筋に参照符号2’を付し、後行側の雌側ネジ節鉄筋に参照符号2’’を付し、これらを総称する場合には、単に数字のみを参照符号とする。   FIG. 1 is a side view and a partially enlarged view of a joint 1 for threaded joints as viewed from the axial direction. FIG. 2 is a view showing before and after screw joint 1 for screw joint is screwed onto screw joint 2. FIG. 3 is a longitudinal sectional view of the node 20. The joint 1 for threaded reinforcing bars joins the ends of the threaded reinforcing bars 2 together. The screw joint reinforcing bar 2 is a reinforcing member protruding from the end of the concrete structure for civil engineering construction, and is provided with a flat surface 2a and a screw joint 2b on the outer periphery. Hereinafter, in order to distinguish the screw rebar 2 for the sake of convenience, reference numeral 2 ′ is attached to the preceding male screw rebar to be fitted prior to the threaded joint 1, and the female When reference numerals 2 ″ are attached to the side screw joint reinforcing bars, and these are collectively referred to, only the numerals are used as reference numerals.

ネジ節鉄筋用継手1は、筒状の本体10と、本体10の内周面11に形成された複数の節20と、を備えている。本体10の中央には、グラウト注入孔12が形成され、本体10の側方には、ボルト挿通孔13が形成されている。   The joint 1 for threaded joints includes a cylindrical main body 10 and a plurality of nodes 20 formed on the inner peripheral surface 11 of the main body 10. A grout injection hole 12 is formed at the center of the main body 10, and a bolt insertion hole 13 is formed at the side of the main body 10.

節20は、本体10の内周面11に本体10の図1の紙面垂直方向に一致する軸方向Aに沿って所定間隔毎に列状に配置されている。すなわち、節20は、内周面11に螺旋状に形成された突条を軸方向Aに沿って切り欠いたように形成されている。節20の列は、2列であり、互いに対向して配置されている。節20の内周平坦面21は、ネジ節鉄筋2の平坦面2aと隙間c1を空けて対向可能に形成されている。軸方向Aに隣り合う節20、20同士の間は、ネジ節2bの幅に応じた溝23が設けられている。節20は、本体10の周方向Bに沿って延設されており、節20の端部22と本体10の中心Oとを結んだ中心角度は59°に設定されている。節20の端部22は、所定の勾配を設けるのが好ましく、本実施例では、傾斜角6°の勾配を設けている。   The nodes 20 are arranged in rows at predetermined intervals on the inner peripheral surface 11 of the main body 10 along the axial direction A that coincides with the direction perpendicular to the paper surface of FIG. That is, the node 20 is formed such that a protrusion formed spirally on the inner peripheral surface 11 is cut out along the axial direction A. There are two rows of nodes 20 arranged opposite to each other. The inner peripheral flat surface 21 of the joint 20 is formed so as to be able to face the flat surface 2a of the screw joint 2 with a gap c1. Between the nodes 20 and 20 adjacent to each other in the axial direction A, a groove 23 corresponding to the width of the screw node 2b is provided. The joint 20 extends along the circumferential direction B of the main body 10, and the central angle connecting the end 22 of the joint 20 and the center O of the main body 10 is set to 59 °. The end portion 22 of the node 20 is preferably provided with a predetermined gradient, and in this embodiment, a gradient with an inclination angle of 6 ° is provided.

節20は、図3(a)に示すように、軸方向Aに沿った断面積が略台形に形成されるのが好ましい。具体的には、節20の下辺長さL1は高さHの略3倍に設定されている。また、節20の上辺長さL2は、ネジ節2bと接触しない範囲内で長く設定されるのが好ましい。なお、節20は、図3(b)に示すように、断面三角形状の節20であっても構わない。このような断面三角形状の節20では、下辺長さL1と高さHとが略等しく、上辺長さL2が下辺L1の長さの半分以下に形成されており、節20とネジ節2bとの間には、クリアランスc2が確保されている。   As shown in FIG. 3A, the node 20 preferably has a substantially trapezoidal cross-sectional area along the axial direction A. Specifically, the lower side length L1 of the node 20 is set to approximately three times the height H. Further, it is preferable that the upper side length L2 of the node 20 is set long within a range where it does not contact the screw node 2b. Note that the node 20 may be a node 20 having a triangular cross section as shown in FIG. In the node 20 having a triangular cross section, the lower side length L1 and the height H are substantially equal, and the upper side length L2 is formed to be equal to or less than half the length of the lower side L1, and the node 20 and the screw node 2b A clearance c2 is secured in between.

また、本体10の内周面11には、複数の凹部30が形成されている。凹部30は、軸方向Aに沿って列設されている。凹部30は、本体10の周方向Bに沿って延設されている。凹部30は、側面視、すなわち軸方向から視て、対向する節20間の周方向Bに亘って連続又は略連続するように配置されるのが好ましい。本実施例では、凹部30は側面視で中心角度100°の扇状に形成されており、節20と凹部30とは、側面視で僅かな隙間を空けて断続的に配置されている。   A plurality of recesses 30 are formed on the inner peripheral surface 11 of the main body 10. The recesses 30 are arranged along the axial direction A. The recess 30 is extended along the circumferential direction B of the main body 10. The recess 30 is preferably arranged so as to be continuous or substantially continuous over the circumferential direction B between the opposing nodes 20 when viewed from the side, that is, viewed from the axial direction. In the present embodiment, the recess 30 is formed in a fan shape with a central angle of 100 ° when viewed from the side, and the nodes 20 and the recess 30 are intermittently arranged with a slight gap when viewed from the side.

次に、隣り合うネジ節鉄筋2同士を接合する手順について、図4、5に基づいて説明する。図4(a)は、雄側ネジ節鉄筋2’にネジ節鉄筋用継手1を挿入した状態を示す図であり、図4(b)は、ネジ節鉄筋用継手1を介して雄側ネジ節鉄筋2’と雌側ネジ節鉄筋2’’とを接続した状態を示す図であり、図4(c)は、ネジ節鉄筋用継手1を軸方向A回りに90°回転させた状態を示す図であり、図4(d)は、ネジ節鉄筋用継手1内にグラウト4を用いた充填した状態を示す図である。図5(a)は、図4(a)の4A部拡大図であり、図5(b)は、図4(b)の4B部拡大図である。   Next, a procedure for joining adjacent screw joint reinforcing bars 2 will be described with reference to FIGS. FIG. 4A is a view showing a state in which the threaded joint 1 for the screw joint is inserted into the male threaded joint 2 ′, and FIG. 4B shows the male thread through the joint 1 for the thread joint. FIG. 4 (c) is a diagram showing a state in which the reinforcing bar 2 ′ and the female threaded reinforcing bar 2 ″ are connected, and FIG. 4 (c) shows a state in which the threaded reinforcing bar joint 1 is rotated 90 ° around the axial direction A. FIG. 4D is a diagram showing a state in which the grout 4 is filled in the joint 1 for threaded joints. 5A is an enlarged view of a portion 4A in FIG. 4A, and FIG. 5B is an enlarged view of a portion 4B in FIG. 4B.

まず、図4(a)及び図5(a)に示すように、ネジ節鉄筋用継手1を雄側ネジ節鉄筋2’に嵌合させる。ネジ節鉄筋用継手1を雄側ネジ節鉄筋2’に嵌合する際には、ネジ節鉄筋用継手1は、雄側ネジ節鉄筋2’の平坦面2aとネジ節鉄筋用継手1の内周平坦面21とを隙間c1を空けた状態で雄側ネジ節鉄筋2’にスライドさせながら嵌合される。   First, as shown in FIGS. 4 (a) and 5 (a), the joint 1 for threaded bar is fitted to the male threaded reinforcing bar 2 '. When fitting the threaded joint 1 for the threaded reinforcing bar to the male threaded reinforcing bar 2 ′, the threaded joint 1 for the threaded reinforcing bar is composed of the flat surface 2a of the male threaded reinforcing bar 2 ′ and the joint 1 for the threaded reinforcing bar. The circumferential flat surface 21 is fitted while being slid to the male screw rebar 2 ′ with a gap c1 therebetween.

次に、図4(b)及び図5(b)に示すように、ネジ節鉄筋用継手1を雄側ネジ節鉄筋2’と雌側ネジ節鉄筋2’’とを跨ぐようにスライドさせる。雌側ネジ節鉄筋2’’の平坦面2aは、雄側ネジ節鉄筋2’の平坦面2aと同一平面状に配置される位置決めされている。ネジ節鉄筋用継手1は、雌側ネジ節鉄筋2’’の平坦面2aとネジ節鉄筋用継手1の内周平坦面21とを隙間c1を空けた状態で、雌ネジ節鉄筋2’’に嵌合される。このとき、節20の端部22に所定の勾配が設けられていることにより、雌側ネジ節鉄筋2’’の回転を許容することができる。その後、ネジ節鉄筋用継手1を軸方向A回りに90°回転させる。   Next, as shown in FIGS. 4B and 5B, the threaded joint 1 for screw joint is slid so as to straddle the male thread joint 2 ′ and the female thread joint 2 ″. The flat surface 2a of the female screw joint reinforcing bar 2 "is positioned to be flush with the flat surface 2a of the male screw joint reinforcing bar 2 '. The threaded reinforcing bar joint 1 is a female threaded reinforcing bar 2 '' with a gap c1 between the flat surface 2a of the female threaded reinforcing bar 2 '' and the inner peripheral flat surface 21 of the threaded reinforcing bar joint 1. Fitted. At this time, by providing a predetermined gradient at the end portion 22 of the node 20, the rotation of the female screw joint reinforcing bar 2 '' can be permitted. Thereafter, the threaded joint 1 for joints is rotated 90 ° around the axial direction A.

ネジ節鉄筋用継手1が回転すると、図4(c)に示すように、ネジ節鉄筋用継手1が列設された節20の間の溝23にネジ節2bが係合して、ネジ節鉄筋用継手1が雄側ネジ節鉄筋2’及び雌側ネジ節鉄筋2’’に締結される。また、ボルト挿通孔13に挿通された固定ボルト3で雄側ネジ節鉄筋2’及び雌側ネジ節鉄筋2’’とネジ節鉄筋用継手1とを固定するのが好ましい。   When the joint 1 for threaded joints rotates, as shown in FIG. 4C, the threaded joint 2b engages with the groove 23 between the joints 20 in which the joints 1 for threaded joints are arranged, and the threaded joints. The reinforcing bar joint 1 is fastened to the male threaded reinforcing bar 2 ′ and the female threaded reinforcing bar 2 ″. Further, it is preferable to fix the male screw joint reinforcing bar 2 ′ and the female screw joint reinforcing rod 2 ″ and the screw joint reinforcing bar joint 1 with the fixing bolt 3 inserted through the bolt insertion hole 13.

そして、図4(d)に示すように、グラウト注入孔12から本体10内にグラウト4を注入し、本体10内をグラウト4で充填して、雄側ネジ節鉄筋2’及び雌側ネジ節鉄筋2’’とネジ節鉄筋用継手1とを一体化する。また、凹部30内で突状に固化したグラウト4は、凹部30と係合することにより、軸方向Aの荷重に対して抵抗する。また、側面視で凹部30が節20の周方向Bの間に亘って形成されていることにより、凹部30とグラウト4とは、軸方向Aの荷重に対して強く係合している。   4D, the grout 4 is injected into the main body 10 from the grout injection hole 12, and the main body 10 is filled with the grout 4, so that the male screw joint reinforcing bar 2 ′ and the female screw joint are filled. Reinforcing bar 2 '' and threaded joint 1 are integrated. In addition, the grout 4 solidified in a projecting manner in the recess 30 resists the load in the axial direction A by engaging with the recess 30. Further, since the recess 30 is formed between the circumferential directions B of the nodes 20 in a side view, the recess 30 and the grout 4 are strongly engaged against the load in the axial direction A.

次に、ネジ節鉄筋用継手1の継手性能について説明する。図3(a)に示す断面台形状の節20を有するネジ節鉄筋用継手1、及び、図3(b)に示す断面三角形状の節20を有するネジ節鉄筋用継手1について、「2015年度版建築物の構造関係技術基準解説書」(国土交通省国土技術政策総合研究所、国立研究開発法人建築研究所監修、建築物の構造関係技術基準解説書編集委員会編集、全国官報販売協同組合発行、2015年発行)に示す弾塑性域正負繰返し試験を実施した結果を図6(a)〜(d)に示す。図6(a)は、継手長254mmにおける節20の断面形状ごとの継手剛性、母材の剛性を示す図であり、図6(b)は、継手長254mmにおける節20の断面形状ごとのすべり量を示す図であり、図6(c)は、継手長310mmにおける節20の継手剛性、母材の剛性を示す図であり、図6(d)は、継手長310mmにおける節20の断面形状ごとのすべり量を示す図である。   Next, the joint performance of the joint 1 for threaded joints will be described. About the joint 1 for screw joints which has the node 20 of the trapezoidal cross section shown to Fig.3 (a), and the joint 1 for screw joints which has the node 20 of the cross-sectional triangle shape shown in FIG.3 (b) "2015. Edition Technical Reference Manual for Building Structures "(Ministry of Land, Infrastructure, Transport and Tourism, National Institute for Land and Infrastructure Policy Policy, National Institute of Building Science supervised, edited by Editorial Committee for Structural Technical Standards for Buildings, National Gazette Sales Cooperative The results of the elastoplastic region positive / negative repetition test shown in (issued, issued in 2015) are shown in FIGS. FIG. 6A is a diagram showing the joint rigidity and the base material rigidity for each cross-sectional shape of the node 20 at a joint length of 254 mm, and FIG. 6B is a slip for each cross-sectional shape of the node 20 when the joint length is 254 mm. 6 (c) is a view showing the joint rigidity and the base metal rigidity of the joint 20 at a joint length of 310mm, and FIG. 6 (d) is a cross-sectional shape of the joint 20 at a joint length of 310mm. It is a figure which shows the slip amount of every.

図6(a)、(b)に示すように、断面三角形状の節20を有するネジ節鉄筋用継手1は継手長254mmでは継手性能が不十分であったところ、断面台形状の節20を有するネジ節鉄筋用継手1は継手長254mmでも良好な継手性能を示していることが分かる。すなわち、同じ継手長であれば、断面台形状の節20を有するネジ節鉄筋用継手1は断面三角形状の節20を有するネジ節鉄筋用継手1よりも優れた継手性能を示すことが分かる。また、図6(c)、(d)に示すように、断面三角形状の節20を有するネジ節鉄筋用継手1の継手長を310mmまで伸長することにより、断面台形状の節20を有するネジ節鉄筋用継手1と同様に、良好な継手性能を示していることが分かる。   As shown in FIGS. 6 (a) and 6 (b), the joint 1 for a threaded joint having a triangular section 20 has insufficient joint performance at a joint length of 254 mm. It can be seen that the threaded joint 1 for the threaded joint has good joint performance even at a joint length of 254 mm. That is, when the joint length is the same, it can be seen that the joint 1 for threaded bar having the joint 20 having the trapezoidal cross section exhibits better joint performance than the joint 1 for the thread joint having the joint 20 having the triangular section. Further, as shown in FIGS. 6C and 6D, by extending the joint length of the joint 1 for a screw joint having a triangular section 20 to 310 mm, a screw having a trapezoidal section 20 is obtained. It can be seen that the joint performance is good as with the joint 1 for saving bar.

このようにして、本実施例に係る発明は、ネジ節鉄筋用継手1の節20とネジ節鉄筋2の平坦面2aとを対向させた状態でネジ節鉄筋用継手1をネジ節鉄筋2に嵌合させることにより、ネジ節鉄筋用継手1をネジ節鉄筋2に対して螺進させることなく、ネジ節鉄筋用継手1を所望の位置に簡便に配置することができる。また、ネジ節鉄筋用継手1がネジ節鉄筋2に対して回転して、列設された複数の節20の溝23にネジ節2bが係合することにより、ネジ節鉄筋用継手1とネジ節鉄筋2とが強固に締結されるため、短い継手長のネジ節鉄筋用継手1でネジ節鉄筋2同士を接合することができる。   In this way, the invention according to the present embodiment is configured so that the threaded joint 1 for the screw joint is made into the threaded joint 2 with the joint 20 for the joint 1 for the threaded joint and the flat surface 2a of the joint 2 for the screw facing each other. By fitting, the threaded joint 1 for screw joints can be simply arranged at a desired position without screwing the joint 1 for threaded joints with respect to the threaded joint 2. In addition, the threaded joint 1 for the screw joint is rotated with respect to the joint 2 for the threaded reinforcing bar, and the threaded joint 2 is engaged with the groove 23 of the plurality of joints 20 arranged in a row. Since the rebar 2 is firmly fastened, the screw rebars 2 can be joined to each other with the joint 1 for a screw rebar having a short joint length.

次に、上述したネジ節鉄筋用継手1の変形例を用いた隣り合うネジ節鉄筋2同士を接合する手順を図7に基づいて説明する。図7(a)は、雄側ネジ節鉄筋2’にネジ節鉄筋用継手1を係合させた状態を示す図である。図7(b)は、ネジ節鉄筋用継手1に雌側ネジ節鉄筋2’’を嵌合させた状態を示す図である。図7(c)は、ネジ節鉄筋用継手1を軸方向A回りに90°回転させた状態を示す図である。   Next, a procedure for joining adjacent screw joints 2 using the modified example of the joint 1 for screw joints described above will be described with reference to FIG. FIG. 7A is a view showing a state in which the threaded joint 1 for threaded joint is engaged with the male threaded joint 2 '. FIG. 7B is a diagram illustrating a state in which the female-side threaded joint 2 ″ is fitted to the joint 1 for threaded joints. FIG. 7 (c) is a view showing a state where the threaded joint 1 is rotated 90 ° around the axial direction A. FIG.

本変形例に係るネジ節鉄筋用継手1は、本体10の一方端から中央付近まで節20が配置され、本体10の他方端から中央付近まで本体10の内周面11にネジ節鉄筋2と係合可能なネジ節40が周設されている。ネジ節40は、公知の構成であり、ネジ節2bと螺合可能なものであれば、如何なるものであっても構わない。なお、節20及びネジ節40は、本体10の端部から中央付近に亘って形成されるものに限定されず、ネジ節鉄筋2の仕様や本体10の長さ等に応じて、節20の形成領域R1及びネジ節40の形成領域R2の大きさを任意に変更しても構わない。   In the joint 1 for a threaded reinforcing bar according to this modification, a node 20 is arranged from one end of the main body 10 to the vicinity of the center, and the screw reinforcing bar 2 and the inner peripheral surface 11 of the main body 10 from the other end of the main body 10 to the vicinity of the center. An engageable screw node 40 is provided around. The screw joint 40 has a known configuration, and any screw joint 40 may be used as long as it can be screwed with the screw joint 2b. The nodes 20 and the screw nodes 40 are not limited to those formed from the end of the main body 10 to the vicinity of the center, and depending on the specification of the screw rebar 2, the length of the main body 10, etc. The sizes of the formation region R1 and the formation region R2 of the screw joint 40 may be arbitrarily changed.

まず、図7(a)に示すように、雄側ネジ節鉄筋2’のネジ節2bにネジ節鉄筋用継手1のネジ節40を螺合させる。   First, as shown in FIG. 7A, the screw node 40 of the joint 1 for screw joint is screwed into the screw joint 2b of the male screw joint 2 '.

次に、図7(b)に示すように、雌側ネジ節鉄筋2’’は、平坦面2aをネジ節鉄筋用継手1の内周平坦面21と隙間c1を空けた状態で、ネジ節鉄筋用継手1内をスライドさせて嵌合される。その後、ネジ節鉄筋用継手1を軸方向A回りに90°回転させる。   Next, as shown in FIG. 7 (b), the female-side threaded reinforcing bar 2 '' has a flat surface 2a with a clearance c1 between the flat surface 2a and the inner peripheral flat surface 21 of the threaded reinforcing bar joint 1. The inside of the reinforcing bar joint 1 is slid and fitted. Thereafter, the threaded joint 1 for joints is rotated 90 ° around the axial direction A.

そして、図7(c)に示すように、ネジ節鉄筋用継手1が複数の節20の間の溝23にネジ節2bが係合して、ネジ節鉄筋用継手1が雄側ネジ節鉄筋2’及び雌側ネジ節鉄筋2’’を締結する。その後、ネジ節鉄筋用継手1内をグラウト4で充填して、雄側ネジ節鉄筋2’及び雌側ネジ節鉄筋2’’とネジ節鉄筋用継手1とを一体化する。そして、必要に応じて、固定ボルト等で雄側ネジ節鉄筋2’及び雌側ネジ節鉄筋2’’とネジ節鉄筋用継手1とを固定する。   Then, as shown in FIG. 7 (c), the screw joint 2 is engaged with the groove 23 between the plurality of nodes 20, and the screw joint 1 is connected to the male screw joint. Fasten 2 'and female threaded rebar 2' '. Thereafter, the inside of the joint 1 for threaded joints is filled with a grout 4, and the male side threaded joint 2 ′ and female side thread joint 2 ″ and the joint 1 for threaded joint are integrated. Then, if necessary, the male screw joint 2 ′ and the female screw joint 2 ″ and the screw joint 1 are fixed with a fixing bolt or the like.

このようにして、本変形例に係る発明は、ネジ節鉄筋用継手1の少なくとも一部に節20を形成することにより、節20の形成領域R1においては、ネジ節鉄筋用継手1の節20とネジ節鉄筋2の平坦面2aとを対向させた状態でネジ節鉄筋用継手1をネジ節鉄筋2に嵌合させ、ネジ節鉄筋用継手1を所望の位置に簡便に配置することができると共に、ネジ節鉄筋用継手1がネジ節鉄筋2に対して回転して、列設された節20の間にネジ節鉄筋2のネジ節2bが係合することにより、ネジ節鉄筋用継手1とネジ節鉄筋2とが強固に締結されるため、短い継手長のネジ節鉄筋用継手1でネジ節鉄筋2同士を接合することができる。   In this way, the invention according to the present modification forms the node 20 in at least a part of the joint 1 for threaded joints, so that the joint 20 of the joint 1 for threaded joints is formed in the formation region R1 of the joint 20. The screw joint 1 can be easily placed at a desired position by fitting the screw joint 1 for the screw joint with the screw joint 2 with the flat surface 2a of the screw joint 2 facing each other. At the same time, the threaded joint 1 for the screw joint is rotated with respect to the threaded joint 2 and the threaded joint 2 of the threaded joint 2 is engaged between the joints 20 arranged in a row. And the threaded reinforcing bar 2 are firmly fastened, the threaded reinforcing bars 2 can be joined to each other with the joint 1 for threaded reinforcing bars having a short joint length.

なお、本発明は、本発明の精神を逸脱しない限り種々の改変をなることができ、そして、本発明が該改変されたものにも及ぶことは当然である。   It should be noted that the present invention can be variously modified without departing from the spirit of the present invention, and the present invention naturally extends to the modified ones.

1 ・・・ ネジ節鉄筋用継手
2、2’、2’’・・・ネジ節鉄筋
2a・・・ 平坦面
2b・・・ (ネジ節鉄筋の)ネジ節
3 ・・・ 固定ボルト
4 ・・・ グラウト
10・・・ 本体
11・・・ 内周面
12・・・ グラウト注入孔
13・・・ ボルト挿通孔
20・・・ 節
21・・・ 内周平坦面
22・・・ 端部
23・・・ 溝
30・・・ 凹部
40・・・ (ネジ節鉄筋用継手の)ネジ節
A ・・・ 軸方向
B ・・・ 周方向
DESCRIPTION OF SYMBOLS 1 ... Joint for screw joints 2, 2 ', 2''... Screw joint 2a ... Flat surface 2b ... Screw joint (of screw joints) 3 ... Fixing bolt 4 Grout 10 ... Main body 11 ... Inner peripheral surface 12 ... Grout injection hole 13 ... Bolt insertion hole 20 ... Node 21 ... Inner peripheral flat surface 22 ... End 23 ... · Groove 30 ··· Recess 40 · · · Screw joint (of the joint for threaded joints) A ... Axial direction B ... Circumferential direction

Claims (3)

2本のネジ節鉄筋の端部同士を接続固定するネジ節鉄筋用継手において、
前記ネジ節鉄筋に嵌合可能な筒状の本体と、
前記ネジ節鉄筋の平坦面と隙間を空けて対向可能に形成され、前記本体部の内周面に前記本体部の軸方向に沿って互いに対向して2列に形成された複数の節と、
前記本体の内周面に周方向に刻設され、平面視で前記周方向において前記節の間にのみ配置された凹部と、
を備えていることを特徴とするネジ節鉄筋用継手。
In the joint for threaded joints connecting and fixing the ends of two threaded joints,
A cylindrical body that can be fitted to the threaded reinforcing bar,
A plurality of nodes formed in two rows on the inner peripheral surface of the main body portion so as to be opposed to each other along the axial direction of the main body portion;
A concave portion which is engraved in the circumferential direction on the inner circumferential surface of the main body and is disposed only between the nodes in the circumferential direction in plan view;
A joint for threaded reinforcing bars, comprising:
前記節の前記軸方向に沿った断面形状が、台形状であることを特徴とする請求項1記載のネジ節鉄筋用継手。   The joint for threaded reinforcing bars according to claim 1, wherein a cross-sectional shape of the node along the axial direction is a trapezoidal shape. 前記本体の一方端から所定位置まで前記節が配置され、前記本体の他方端から前記所定位置まで前記本体の内周面に前記ネジ節鉄筋と係合可能なネジ節が周設されていることを特徴とする請求項1又は2記載のネジ節鉄筋用継手。 The node is disposed from one end of the main body to a predetermined position, and a screw node that can be engaged with the threaded bar is provided on the inner peripheral surface of the main body from the other end of the main body to the predetermined position. The joint for threaded joints of Claim 1 or 2 characterized by these.
JP2015142708A 2015-07-17 2015-07-17 Threaded joint for threaded rebar Active JP6430906B2 (en)

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