JP7026501B2 - Reinforcing bar joints - Google Patents

Reinforcing bar joints Download PDF

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JP7026501B2
JP7026501B2 JP2017244902A JP2017244902A JP7026501B2 JP 7026501 B2 JP7026501 B2 JP 7026501B2 JP 2017244902 A JP2017244902 A JP 2017244902A JP 2017244902 A JP2017244902 A JP 2017244902A JP 7026501 B2 JP7026501 B2 JP 7026501B2
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joint
connecting portion
reinforcing bars
portions
tip
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JP2019112780A (en
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康晴 阿部
亜都 佐藤
淳 桑野
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Tokyo Tekko Co Ltd
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Tokyo Tekko Co Ltd
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Description

この発明は、2本の鉄筋を連結する継手に関する。 The present invention relates to a joint connecting two reinforcing bars.

2本の鉄筋を筒形状の継手を介して連結することが行われている。例えば、螺合により連結する継手では、継手の内周には雌ねじが形成されており、継手の両端開口からねじ鉄筋(等ピッチでねじ節を有する鉄筋)を螺合させることにより、2本のねじ鉄筋を連結している。この連結状態で、継手とねじ鉄筋との隙間にグラウト材を充填し、両者のがたを無くしている。 Two reinforcing bars are connected via a tubular joint. For example, in a joint that is connected by screwing, a female thread is formed on the inner circumference of the joint, and by screwing threaded reinforcing bars (reinforcing bars having threaded joints at equal pitches) from both ends of the joint, two threads are formed. The screw reinforcing bars are connected. In this connected state, the grout material is filled in the gap between the joint and the threaded reinforcing bar to eliminate the backlash between the two.

ねじ鉄筋と継手とは十分な連結強度を確保するため、各ねじ鉄筋の継手に対する挿入深さが所定量以上である必要がある。そのため、従来では、ねじ鉄筋の先端から離れた位置に塗料等で長手方向に延びるマーキングを施し、ねじ鉄筋の挿入深さの目安とすることが行われている。しかし、マーキングを施す作業は、治具等を用いて塗料を塗布したり吹き付けたりしなければならず、多くの人手を必要とし、非常に面倒であった。また、マーキングの間違いなどの人的ミスにより施工不良を生じる恐れがあった。 In order to secure sufficient connection strength between the threaded reinforcing bar and the joint, the insertion depth of each threaded reinforcing bar into the joint needs to be a predetermined amount or more. Therefore, conventionally, marking extending in the longitudinal direction is applied to a position away from the tip of the threaded rebar with a paint or the like to serve as a guideline for the insertion depth of the threaded rebar. However, the work of marking has to be applied or sprayed with a jig or the like, which requires a lot of manpower and is very troublesome. In addition, there is a risk of construction defects due to human error such as marking errors.

特許文献1に開示された継手には、軸方向中央部に細長い長円形の確認窓が形成されている。この確認窓を通して、継手に螺合された2本の鉄筋の突合せ間隔を目視することができるようになっている。これにより、2本の鉄筋が継手に所定深さ以上で挿入されたものと確認することができる。鉄筋の挿入深さを確認した後、透明の弾性樹脂からなるキャップを上記確認窓に嵌め込み、各鉄筋の先端部の外周に密着させる。このキャップに形成された注入口から継手の内部にグラウト材を注入している。 The joint disclosed in Patent Document 1 has an elongated oval confirmation window formed in the central portion in the axial direction. Through this confirmation window, it is possible to visually check the butt spacing between the two reinforcing bars screwed into the joint. Thereby, it can be confirmed that the two reinforcing bars are inserted into the joint at a predetermined depth or more. After confirming the insertion depth of the reinforcing bar, a cap made of a transparent elastic resin is fitted into the confirmation window and brought into close contact with the outer periphery of the tip of each reinforcing bar. Grout material is injected into the inside of the joint from the injection port formed in this cap.

上記特許文献1の継手を用いた場合には、グラウト材の硬化後においても鉄筋の外周に密着した透明なキャップを介して2本の鉄筋の突合せ間隔を視認することができ、鉄筋の挿入深さの再確認が可能である。 When the joint of Patent Document 1 is used, even after the grout material is hardened, the butt gap between the two reinforcing bars can be visually recognized through the transparent cap that is in close contact with the outer periphery of the reinforcing bars, and the insertion depth of the reinforcing bars can be visually recognized. It is possible to reconfirm.

実用新案登録第3165895号公報Utility Model Registration No. 3165895 Gazette

上記特許文献1では、継手の他に、別部品であるキャップを透明の樹脂によりを形成する必要があった。また、キャップの鉄筋外周への密着は不安定であり、グラウト材がその注入圧によりキャップと鉄筋の外周との間に進入すると、このグラウト材により鉄筋の突合せ間隔を目視できず、グラウト材注入後に鉄筋の挿入深さの再確認ができなくなることがあった。 In Patent Document 1, it was necessary to form a cap, which is a separate component, with a transparent resin in addition to the joint. In addition, the adhesion of the cap to the outer circumference of the reinforcing bar is unstable, and when the grout material enters between the cap and the outer circumference of the reinforcing bar due to the injection pressure, the butt interval of the reinforcing bar cannot be visually observed due to this grout material, and the grout material is injected. Later, it may not be possible to reconfirm the insertion depth of the reinforcing bar.

上記課題を解決するために、この発明は、2本の鉄筋をグラウト材を用いて連結する継手であって、筒形状をなし、軸方向の先端から一方の鉄筋が貫通可能に挿入されて連結される第1連結部と、筒形状をなし、軸方向の先端から他方の鉄筋が貫通可能に挿入されて連結される第2連結部と、を備える。上記第1及び第2連結部の筒壁にはそれぞれ、軸方向の先端と基端との中間位置に、グラウト材を上記筒壁と挿入された上記鉄筋との間に充填するための注入孔が形成されている。上記第1連結部の基端部と上記第2連結部の基端部との間には、上記第1及び第2連結部を離間させた状態で架け渡す橋架部が、上記第1及び第2連結部の周方向に間隔を置いて複数設けられている。上記複数の橋架部の間の隙間は、上記第1及び第2連結部をそれぞれ貫通した上記一方及び他方の鉄筋の各先端部を露出させる。 In order to solve the above problems, the present invention is a joint in which two reinforcing bars are connected by using a grout material, has a tubular shape, and one reinforcing bar is inserted and connected so as to be penetrateable from the tip in the axial direction. It is provided with a first connecting portion to be formed, and a second connecting portion having a tubular shape and having the other reinforcing bar inserted and connected so as to be penetrateable from the tip in the axial direction. In the cylinder walls of the first and second connecting portions, injection holes for filling the grout material between the cylinder wall and the inserted reinforcing bar at an intermediate position between the tip and the base in the axial direction, respectively. Is formed. Between the base end portion of the first connecting portion and the base end portion of the second connecting portion, the bridge portions that bridge the first and second connecting portions in a separated state are the first and first bridge portions. A plurality of two connecting portions are provided at intervals in the circumferential direction. The gap between the plurality of bridge portions exposes the tip portions of the one and the other reinforcing bars that have penetrated the first and second connecting portions, respectively.

上記構成によれば、離間した第1連結部と第2連結部との間で、第1及び第2連結部をそれぞれ貫通した2本の鉄筋の先端は突き合わせられる。これら鉄筋先端の突合せ間隔は複数の橋架部の間の隙間から視認することができる。グラウト材は、第1及び第2連結部の内部に充填され、第1連結部と第2連結部との間には充填されないので、グラウト材の注入後にも、2本の鉄筋の突合せ間隔を視認することができ、鉄筋の挿入深さの再確認を確実に行うことができる。 According to the above configuration, the tips of the two reinforcing bars penetrating the first and second connecting portions are abutted between the separated first connecting portion and the second connecting portion. The butt spacing at the tips of these reinforcing bars can be visually recognized from the gaps between the plurality of bridge portions. Since the grout material is filled inside the first and second connecting portions and not between the first connecting portion and the second connecting portion, the butt spacing between the two reinforcing bars is maintained even after the grout material is injected. It can be visually recognized, and the insertion depth of the reinforcing bar can be reconfirmed without fail.

好ましくは、上記複数の橋架部は等間隔に設けられている。
上記構成によれば、2本の鉄筋の突合せ間隔を視認できる隙間が分散して形成され、広い方向から鉄筋の挿入深さを確認することができる。
Preferably, the plurality of bridge portions are provided at equal intervals.
According to the above configuration, the gaps in which the butt gap between the two reinforcing bars can be visually recognized are dispersedly formed, and the insertion depth of the reinforcing bars can be confirmed from a wide direction.

好ましくは、上記第1及び第2連結部の内周面には、ねじ鉄筋を螺合するための雌ねじが形成され、上記第1及び第2連結部に挿入される鉄筋はねじ鉄筋である。
上記構成によれば、第1及び第2連結部には、ねじ鉄筋が螺合により連結されるため、鉄筋の連結をより強固にすることができる。
Preferably, female threads for screwing the threaded reinforcing bars are formed on the inner peripheral surfaces of the first and second connecting portions, and the reinforcing bars inserted into the first and second connecting portions are threaded reinforcing bars.
According to the above configuration, since the screw reinforcing bars are connected to the first and second connecting portions by screwing, the connection of the reinforcing bars can be further strengthened.

好ましくは、上記第1連結部の基端部及び先端部、並びに、上記第2連結部の基端部及び先端部には、弾性材料で形成されたシール部材が、上記筒壁の内周面から径方向内方向に突出するように設けられている。
上記構成によれば、シール部材により、第1及び第2連結部に注入されたグラウト材を保持することができる。
Preferably, a sealing member made of an elastic material is provided on the inner peripheral surface of the cylinder wall at the base end portion and the tip end portion of the first connecting portion and the base end portion and the tip end portion of the second connecting portion. It is provided so as to project inward in the radial direction from the.
According to the above configuration, the seal member can hold the grout material injected into the first and second connecting portions.

この発明によれば、鉄筋用継手において、グラウト材の充填後においても確実に鉄筋の突合せ間隔を視認でき、鉄筋の挿入深さの再確認を確実に行うことができる。 According to the present invention, in the reinforcing bar joint, the butt spacing of the reinforcing bars can be reliably visually recognized even after the grout material is filled, and the insertion depth of the reinforcing bars can be reliably reconfirmed.

この発明の第1実施形態に係る継手の斜視図である。It is a perspective view of the joint which concerns on 1st Embodiment of this invention. (A)同継手の正面図である。(B)同継手の右側面図である。(A) It is a front view of the joint. (B) It is a right side view of the joint. (A)図2(B)のIIIA-IIIA線に沿う縦端面図である。(B)図2(A)のIIIB-IIIB線に沿う端面図である。(C)図2(A)のIIIC-IIIC線に沿う端面図である。(A) It is a vertical end view along the line IIIA-IIIA of FIG. 2 (B). (B) It is an end view along the line IIIB-IIIB of FIG. 2A. (C) is an end view taken along the line IIIC-IIIC of FIG. 2 (A). 同継手への鉄筋の連結手順を工程順に示す図であって、(A)は同継手の図2(B)のIV-IV線に沿う縦断面図、(B)は同継手に2本の鉄筋を螺合した状態を示す縦断面図、(C)は同継手にグラウト材を充填した状態を示す縦断面図である。It is a figure which shows the procedure of connecting the reinforcing bar to the joint in the order of process, (A) is the vertical sectional view along the IV-IV line of FIG. A vertical cross-sectional view showing a state in which a reinforcing bar is screwed, and (C) is a vertical cross-sectional view showing a state in which the joint is filled with a grout material. 同継手に2本の鉄筋を螺合した状態を示す正面図である。It is a front view which shows the state which two reinforcing bars are screwed into the joint. この発明の第2実施形態に係る継手であって、(A)は右側面図、(B)は図6(A)のVIB-VIB線に沿う縦断面図である。A joint according to a second embodiment of the present invention, (A) is a right side view, and (B) is a vertical sectional view taken along the line VIB-VIB of FIG. 6 (A). (A)同継手に2本の鉄筋を挿入した状態を示す縦断面図である。(B)同継手にグラウト材を充填した状態を示す縦断面図である。(A) It is a vertical sectional view showing a state in which two reinforcing bars are inserted into the joint. (B) It is a vertical sectional view which shows the state which the grout material is filled in the said joint.

[第1実施形態]
以下、この発明の第1実施形態を、図1~図5を参照して説明する。この実施形態は、この発明を、ねじ鉄筋用の継手に適用したものである。この実施形態に用いられる継手1は、第1連結部11と、第2連結部12と、これらの基端部間に架け渡される複数の橋架部13とを備えている。継手1は、鋳造により一体成形された鋳鉄製である。
[First Embodiment]
Hereinafter, the first embodiment of the present invention will be described with reference to FIGS. 1 to 5. In this embodiment, the present invention is applied to a joint for a threaded reinforcing bar. The joint 1 used in this embodiment includes a first connecting portion 11, a second connecting portion 12, and a plurality of bridge portions 13 bridged between the base end portions thereof. The joint 1 is made of cast iron integrally molded by casting.

第1連結部11は筒形状をなしており、その先端及び基端にそれぞれ開口11a,11bを有している。第1連結部11の筒壁の外周形状は円形をなし、その内周にはねじ鉄筋2を螺合するための雌ねじ11cが形成されている。先端側の開口11aからはねじ鉄筋2が螺合により挿入され、第1連結部11を貫通可能である。第1連結部11の筒壁の軸方向中央には、グラウト材3を注入するための円形の注入孔11dが形成され、筒壁を貫通している。この注入孔11dには、グラウト注入治具(図示しない)のノズル先端が差し込まれるようになっている。 The first connecting portion 11 has a tubular shape and has openings 11a and 11b at its tip and base, respectively. The outer peripheral shape of the cylinder wall of the first connecting portion 11 is circular, and a female screw 11c for screwing the screw reinforcing bar 2 is formed on the inner circumference thereof. A screw reinforcing bar 2 is inserted from the opening 11a on the tip side by screwing and can penetrate the first connecting portion 11. A circular injection hole 11d for injecting the grout material 3 is formed in the axial center of the cylinder wall of the first connecting portion 11 and penetrates the cylinder wall. The tip of a nozzle of a grout injection jig (not shown) is inserted into the injection hole 11d.

第2連結部12は、上記第1連結部11と同様の形状を有しており、筒形状をなして、その先端及び基端に開口12a,12bを有している。基端側の開口12bは、上記第1連結部11の基端側の開口11bと同軸に配置され離間した状態で対向している。第2連結部12の筒壁の外周形状は円形をなし、その内周には雌ねじ12cが形成されている。先端側の開口12aからはねじ鉄筋2が螺合により挿入され、第2連結部12を貫通可能である。第2連結部12の筒壁の軸方向中央には、グラウト材3を注入するための円形の注入孔12dが形成され、筒壁を貫通している。この注入孔12dと上記第1連結部11の注入孔11dとは、継手1の長手方向に沿って直線上に配置されている。 The second connecting portion 12 has the same shape as the first connecting portion 11, has a tubular shape, and has openings 12a and 12b at its tip and base end. The opening 12b on the proximal end side is arranged coaxially with the opening 11b on the proximal end side of the first connecting portion 11 and faces each other in a separated state. The outer peripheral shape of the cylinder wall of the second connecting portion 12 is circular, and a female screw 12c is formed on the inner circumference thereof. A screw reinforcing bar 2 is inserted from the opening 12a on the tip side by screwing and can penetrate the second connecting portion 12. A circular injection hole 12d for injecting the grout material 3 is formed in the axial center of the cylinder wall of the second connecting portion 12, and penetrates the cylinder wall. The injection hole 12d and the injection hole 11d of the first connecting portion 11 are arranged in a straight line along the longitudinal direction of the joint 1.

橋架部13は、離間した、第1連結部11の基端部と第2連結部12の基端部に架け渡されている。この実施形態では、4つの橋架部13が設けられており、継手1の周方向に等間隔に配置されている。各橋架部13は、継手1の軸線方向に延びており、両端の基台部13a,13aとそれらの間の連架部13bとを有している。基台部13a,13aは、それぞれ第1連結部11の基端部及び第2連結部12の基端部に連なっており、それぞれ第1及び第2連結部11,12の先端側から基端側に向かうにしたがって、継手1の径方向外方向に進むように傾斜している。連架部13bは全長にわたってほぼ一定の肉厚を有している。隣接する橋架部13の間には、隙間14が形成されており、継手1の内部を目視できるようになっている。 The bridge portion 13 is bridged between the base end portion of the first connecting portion 11 and the base end portion of the second connecting portion 12, which are separated from each other. In this embodiment, four bridge portions 13 are provided and are arranged at equal intervals in the circumferential direction of the joint 1. Each bridge portion 13 extends in the axial direction of the joint 1 and has base portions 13a and 13a at both ends and a connecting portion 13b between them. The base portions 13a and 13a are connected to the base end portion of the first connecting portion 11 and the base end portion of the second connecting portion 12, respectively, and are connected to the base end portion from the tip end side of the first and second connecting portions 11 and 12, respectively. It is inclined so as to proceed outward in the radial direction of the joint 1 toward the side. The connecting portion 13b has a substantially constant wall thickness over the entire length. A gap 14 is formed between the adjacent bridge portions 13, so that the inside of the joint 1 can be visually recognized.

上記構成の継手1に、一対のねじ鉄筋2を連結する場合について図4を参照して説明する。まず、一方のねじ鉄筋2に継手1をその第1連結部11の先端から螺合させ、継手1全長にわたって螺合させる。この状態で他方のねじ鉄筋2を同一直線上に配置して、ねじ鉄筋2同士の端面を当接させるか、近接させる。その後、継手1を回して、図4(B)に示すように第2連結部12を上記他方のねじ鉄筋2に螺合させる。なお、最初に継手1を第2連結部12の先端から他方のねじ鉄筋2に螺合させ、継手1全長にわたって螺合させてもよい。また、一方のねじ鉄筋2に第1連結部11を半分螺合させた状態で、他方のねじ鉄筋2を回して第2連結部12に螺合させてもよい。 A case where a pair of threaded reinforcing bars 2 are connected to the joint 1 having the above configuration will be described with reference to FIG. First, the joint 1 is screwed into one of the threaded reinforcing bars 2 from the tip of the first connecting portion 11 and screwed over the entire length of the joint 1. In this state, the other threaded reinforcing bars 2 are arranged on the same straight line, and the end faces of the threaded reinforcing bars 2 are brought into contact with each other or brought close to each other. After that, the joint 1 is turned to screw the second connecting portion 12 into the other threaded reinforcing bar 2 as shown in FIG. 4 (B). The joint 1 may be first screwed from the tip of the second connecting portion 12 to the other threaded reinforcing bar 2 and then screwed over the entire length of the joint 1. Further, in a state where the first connecting portion 11 is half screwed to one threaded reinforcing bar 2, the other threaded reinforcing bar 2 may be turned and screwed to the second connecting portion 12.

次に、継手1の隙間14から覗いて、両方のねじ鉄筋2の先端部2aが見えるかどうかを確認する。図5に示すように、両方のねじ鉄筋2の先端部2aを隙間14から目視できれば、両方のねじ鉄筋2が必要な挿入深さを確保した状態で、継手1に螺合されていると判断し、次のグラウト注入工程に移る。隙間14から両方又は一方のねじ鉄筋2が見えなければ、必要な挿入深さになっていないと判断して、見えないねじ鉄筋2の螺合を、その先端部2aが隙間14から視認できるまで進める。 Next, it is confirmed whether or not the tip portions 2a of both screw reinforcing bars 2 can be seen by looking through the gap 14 of the joint 1. As shown in FIG. 5, if the tip portions 2a of both threaded reinforcing bars 2 can be visually recognized from the gap 14, it is determined that both threaded reinforcing bars 2 are screwed into the joint 1 with the required insertion depth secured. Then, move on to the next grout injection process. If both or one of the threaded reinforcing bars 2 cannot be seen from the gap 14, it is determined that the required insertion depth has not been reached, and the invisible threaded reinforcing bar 2 is screwed until the tip portion 2a can be visually recognized from the gap 14. Proceed.

螺合が完了したら、図示しない注入治具のノズル先端を注入孔11d,12dにあてがい、例えばセメントミルクやフィラー充填エポキシ樹脂等のグラウト材3を注入する。図4(C)に示すように、このグラウト材3は第1及び第2連結部11,12の内周と鉄筋2の外周の間に充填される。グラウト材3が第1連結部11の開口部11a,11b及び第2連結部12の開口部12a,12bから漏れ出したら、グラウト材3の注入を停止する。このグラウト材3の硬化により、2本のねじ鉄筋2が継手1の第1連結部11及び第2連結部12に強固に連結され、ひいては2本のねじ鉄筋2同士が強固に連結される。 When the screwing is completed, the tip of the nozzle of the injection jig (not shown) is applied to the injection holes 11d and 12d, and the grout material 3 such as cement milk or a filler-filled epoxy resin is injected. As shown in FIG. 4C, the grout material 3 is filled between the inner circumferences of the first and second connecting portions 11 and 12 and the outer circumference of the reinforcing bar 2. When the grout material 3 leaks from the openings 11a and 11b of the first connecting portion 11 and the openings 12a and 12b of the second connecting portion 12, the injection of the grout material 3 is stopped. By hardening the grout material 3, the two threaded reinforcing bars 2 are firmly connected to the first connecting portion 11 and the second connecting portion 12 of the joint 1, and eventually the two threaded reinforcing bars 2 are firmly connected to each other.

上記構成の継手1では、第1連結部11と第2連結部12との間には、グラウト材3が充填されないことから、継手1へのグラウト材3の注入後にも、第1及び第2連結部11,12の間に架け渡された複数の橋架部13の間の隙間14から、ねじ鉄筋2の先端部2aを目視することができる。
コンクリート打設前に、上記継手1でのねじ鉄筋2の挿入深さを再確認する必要が生じた場合には、上記隙間14から露出したねじ鉄筋2先端の突合せ間隔を視認することにより、ねじ鉄筋2の挿入深さが所定以上であることを再確認することができる。4つの橋架部13は、継手1の周方向に等間隔に配置されているので、隙間14が分散して形成され、概ねどの方向からでも継手1の内部を目視することができるようになっている。
In the joint 1 having the above configuration, since the grout material 3 is not filled between the first connecting portion 11 and the second connecting portion 12, the first and second grout materials 3 are not filled even after the grout material 3 is injected into the joint 1. The tip portion 2a of the threaded reinforcing bar 2 can be visually observed from the gap 14 between the plurality of bridge portions 13 bridged between the connecting portions 11 and 12.
If it becomes necessary to reconfirm the insertion depth of the threaded reinforcing bar 2 in the joint 1 before placing concrete, the screw can be screwed by visually recognizing the butt interval of the tip of the threaded reinforcing bar 2 exposed from the gap 14. It can be reconfirmed that the insertion depth of the reinforcing bar 2 is at least a predetermined value. Since the four bridge portions 13 are arranged at equal intervals in the circumferential direction of the joint 1, the gaps 14 are dispersedly formed so that the inside of the joint 1 can be visually observed from almost any direction. There is.

上記構成の継手1は、特に、大量の継手が配置された配筋現場において鉄筋の挿入深さを再確認する際に有用である。
従来の継手では、限られた大きさの確認窓のために、夕方等の薄暗い環境で鉄筋の突合せ間隔を視認できなかった場合であっても、上記構成の継手1では、離間した第1及び第2連結部11,12の間から露出した2本の鉄筋2を目視するので、鉄筋2の突合せ間隔を視認し易く、ひいては鉄筋2の挿入深さを確認し易くなっている。
また、従来の継手では、配筋現場における確認窓の向きにより、鉄筋の突合せ間隔を視認するために継手の周囲を回り込むように確認窓を覗きこまなければならない場合であっても、上記構成の継手1では、2本の鉄筋2の先端部2aが露出する複数の隙間14は、継手1の周方向に等間隔に形成されているので、鉄筋2の突合せ間隔を広い範囲から視認できる。
さらに、従来の継手の細長い確認窓に比べ、上記構成の継手1の隙間14は、隣接する橋架部13と、第1及び第2連結部11,12の各基端とによって形成されるため、開口面積を大きくとることができ、突合せ間隔をより遠くから視認できる。
The joint 1 having the above configuration is particularly useful for reconfirming the insertion depth of the reinforcing bar at the bar arrangement site where a large number of joints are arranged.
In the conventional joint, even if the butt spacing of the reinforcing bars cannot be visually recognized in a dim environment such as in the evening due to the limited size of the confirmation window, in the joint 1 having the above configuration, the separated first and first Since the two exposed reinforcing bars 2 are visually observed from between the second connecting portions 11 and 12, it is easy to visually recognize the butt interval of the reinforcing bars 2, and by extension, it is easy to confirm the insertion depth of the reinforcing bars 2.
Further, in the conventional joint, even if it is necessary to look into the confirmation window so as to go around the joint in order to visually recognize the butt interval of the reinforcing bar depending on the direction of the confirmation window at the bar arrangement site, the above configuration is used. In the joint 1, the plurality of gaps 14 where the tip portions 2a of the two reinforcing bars 2 are exposed are formed at equal intervals in the circumferential direction of the joint 1, so that the butt spacing of the reinforcing bars 2 can be visually recognized from a wide range.
Further, as compared with the elongated confirmation window of the conventional joint, the gap 14 of the joint 1 having the above configuration is formed by the adjacent bridge portion 13 and the base ends of the first and second connecting portions 11 and 12. The opening area can be made large, and the butt interval can be visually recognized from a greater distance.

次に、本発明の他の実施形態について説明する。なお、以下の実施形態については、上記実施形態と異なる構成だけを説明することとし、同様な構成部分には同一符号を付してその説明を省略する。 Next, another embodiment of the present invention will be described. Regarding the following embodiments, only configurations different from those of the above embodiments will be described, and the same components will be designated by the same reference numerals and the description thereof will be omitted.

[第2実施形態]
図6、図7は、この発明の第2実施形態に係る継手を示す。この実施形態の継手は、第1及び第2連結部の内周に雌ねじが形成されていないスリーブ式継手となっている。
第1連結部11の両端部の内周には、それぞれ環状の収容溝11eが形成され、第2連結部12の両端部の内周には、それぞれ環状の収容溝12eが形成されている。
これら収容溝11e,12eにはシール部材4が装着されている。
[Second Embodiment]
6 and 7 show the joint according to the second embodiment of the present invention. The joint of this embodiment is a sleeve type joint in which female threads are not formed on the inner circumferences of the first and second connecting portions.
An annular accommodating groove 11e is formed on the inner circumferences of both ends of the first connecting portion 11, and an annular accommodating groove 12e is formed on the inner circumferences of both end portions of the second connecting portion 12.
A seal member 4 is mounted on the accommodating grooves 11e and 12e.

シール部材4はゴム(弾性体)により形成されている。シール部材4は2枚の膜部41を有している。膜部41は中央に穴41aを有する薄い円盤形状なっている。第1連結部11に一方の鉄筋2を挿入し、第2連結部12に他方の鉄筋2を挿入すると、膜部41の穴41aが拡径するように膜部41が弾性変形し鉄筋2に密着する。図7に示すように、グラウト材3を注入孔11d,12dから第1及び第2連結部11,12の内部に注入すると、シール部材4によって、グラウト材3を連結部11,12の内部に保持しておくことができる。これにより、グラウト材3が硬化するまでの間、グラウト材3の漏出を阻止することができる。 The seal member 4 is made of rubber (elastic body). The seal member 4 has two film portions 41. The film portion 41 has a thin disk shape having a hole 41a in the center. When one reinforcing bar 2 is inserted into the first connecting portion 11 and the other reinforcing bar 2 is inserted into the second connecting portion 12, the membrane portion 41 is elastically deformed into the reinforcing bar 2 so that the hole 41a of the membrane portion 41 expands in diameter. In close contact. As shown in FIG. 7, when the grout material 3 is injected into the inside of the first and second connecting portions 11 and 12 from the injection holes 11d and 12d, the grout material 3 is introduced into the inside of the connecting portions 11 and 12 by the sealing member 4. Can be retained. As a result, leakage of the grout material 3 can be prevented until the grout material 3 is cured.

なお、この発明は、上記実施形態に限定されるものではなく、その要旨を逸脱しない範囲において各種の変形例を採用することができる。
上記実施形態では、橋架部を4つ設けたが、橋架部は2つ又は3つでもよく、5つ以上でもよい。
上記実施形態では、橋架部を継手の周方向に等間隔に配置して、隙間が等間隔に形成されるようにしたが、橋架部の配置に偏りをもたせて、広さの異なる隙間が形成されるようにしてもよい。これにより、特定の方向から継手の内部をより目視し易くさせることができる。
上記実施形態では、継手を鋳造により形成したが、鋼鉄の金属加工により形成してもよい。
上記実施形態では、継手を一体に成形したが、第1及び第2連結部を別個に成形し、これらに橋架部を溶接により接合してもよい。
上記第1実施形態の継手に上記第2実施形態のシール部材を設けてもよい。
上記第2実施形態において、ねじ鉄筋の代わりに縦リブと横フシを有する通常の異形鉄筋を用いてもよい。
第1及び第2連結部の外周の断面形状は六角形等、多角形に形成してもよい。
上記実施形態の継手に、鉄筋にマーキングを施す従来の手法を併せて用いてもよい。
The present invention is not limited to the above embodiment, and various modifications can be adopted without departing from the gist thereof.
In the above embodiment, four bridge portions are provided, but the number of bridge portions may be two or three, or five or more.
In the above embodiment, the bridge portions are arranged at equal intervals in the circumferential direction of the joint so that the gaps are formed at equal intervals. However, the arrangement of the bridge portions is biased to form gaps of different widths. May be done. This makes it easier to see the inside of the joint from a specific direction.
In the above embodiment, the joint is formed by casting, but it may be formed by metal processing of steel.
In the above embodiment, the joint is integrally formed, but the first and second connecting portions may be formed separately and the bridge portion may be joined to them by welding.
The seal member of the second embodiment may be provided on the joint of the first embodiment.
In the second embodiment, instead of the threaded reinforcing bar, a normal deformed reinforcing bar having vertical ribs and horizontal edges may be used.
The cross-sectional shape of the outer periphery of the first and second connecting portions may be formed into a polygon such as a hexagon.
A conventional method of marking a reinforcing bar may be used in combination with the joint of the above embodiment.

この発明は、2本の鉄筋を連結する継手に適用することができる。 The present invention can be applied to a joint connecting two reinforcing bars.

1 継手
2 ねじ鉄筋(鉄筋)
2a ねじ鉄筋の先端部
3 グラウト材
4 シール部材
11 第1連結部
11c 雌ねじ
11d 注入孔
12 第2連結部
12c 雌ねじ
12d 注入孔
13 橋架部
14 隙間
1 Fitting 2 Threaded Rebar (Reinforcing Bar)
2a Tip of threaded rebar 3 Grout material 4 Sealing member 11 1st connecting part 11c Female thread 11d Injection hole 12 2nd connecting part 12c Female thread 12d Injection hole 13 Bridge part 14 Gap

Claims (6)

2本の鉄筋をグラウト材を用いて連結する継手であって、
筒形状をなし、軸方向の先端から一方の鉄筋が貫通可能に挿入されて連結される第1連結部と、
筒形状をなし、軸方向の先端から他方の鉄筋が貫通可能に挿入されて連結される第2連結部と、
を備え、
上記第1及び第2連結部の筒壁にはそれぞれ、軸方向の先端と基端との中間位置に、グラウト材を上記筒壁と挿入された上記鉄筋との間に充填するための注入孔が形成され、
上記第1連結部の基端部と上記第2連結部の基端部との間には、上記第1及び第2連結部を離間させた状態で架け渡す橋架部が、上記第1及び第2連結部の周方向に間隔を置いて複数設けられ、
上記複数の橋架部の間の隙間は、上記第1及び第2連結部をそれぞれ貫通した上記一方及び他方の鉄筋の各先端部を露出させ、
上記第1連結部の基端面及び上記第2連結部の基端面は、視認可能に離れて対向していることを特徴とする継手。
A joint that connects two reinforcing bars using grout material.
The first connecting part, which has a tubular shape and is connected by inserting one of the reinforcing bars so that it can penetrate from the tip in the axial direction,
A second connecting part that has a tubular shape and is connected by inserting the other reinforcing bar so that it can penetrate from the tip in the axial direction.
Equipped with
Injection holes for filling grout material between the cylinder wall and the inserted reinforcing bar at an intermediate position between the tip and the base end in the axial direction, respectively, in the cylinder walls of the first and second connecting portions. Is formed,
Between the base end portion of the first connecting portion and the base end portion of the second connecting portion, the bridge portions that bridge the first and second connecting portions in a separated state are the first and first bridge portions. Two are provided at intervals in the circumferential direction of the connecting part,
The gap between the plurality of bridge portions exposes the tips of the one and the other reinforcing bars that have penetrated the first and second connecting portions, respectively.
A joint characterized in that the proximal end surface of the first connecting portion and the proximal end surface of the second connecting portion are visibly separated and opposed to each other.
上記橋架部は、上記第1連結部の外周面と上記第2連結部の外周面とをつなぐように架け渡されていることを特徴とする請求項1に記載の継手。 The joint according to claim 1, wherein the bridge portion is bridged so as to connect the outer peripheral surface of the first connecting portion and the outer peripheral surface of the second connecting portion. 上記橋架部の軸線方向の中間部は、両端部より肉厚に形成されていることを特徴とする請求項1又は2に記載の継手。 The joint according to claim 1 or 2, wherein the intermediate portion in the axial direction of the bridge portion is formed to be thicker than both ends. 上記複数の橋架部は等間隔に設けられていることを特徴とする請求項1~3の何れか1項に記載の継手。 The joint according to any one of claims 1 to 3, wherein the plurality of bridge portions are provided at equal intervals. 上記第1及び第2連結部の内周面には、ねじ鉄筋を螺合するため雌ねじが形成され、上記第1及び第2連結部に挿入される鉄筋はねじ鉄筋であることを特徴とする請求項1~4の何れか1項に記載の継手。 Female threads are formed on the inner peripheral surfaces of the first and second connecting portions to screw the threaded reinforcing bars, and the reinforcing bars inserted into the first and second connecting portions are threaded reinforcing bars. The joint according to any one of claims 1 to 4. 上記第1連結部の基端部及び先端部、並びに、上記第2連結部の基端部及び先端部には、弾性材料で形成されたシール部材が上記筒壁の内周面から径方向内方向に突出するように設けられていることを特徴とする請求項1~5の何れか1項に記載の継手。 At the base end and the tip of the first connecting portion, and at the base end and the tip of the second connecting portion, a sealing member made of an elastic material is radially within the inner peripheral surface of the cylinder wall. The joint according to any one of claims 1 to 5, wherein the joint is provided so as to project in a direction.
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Citations (3)

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Publication number Priority date Publication date Assignee Title
JP2000096773A (en) 1998-09-25 2000-04-04 Tokyo Tekko Co Ltd Connection device for screw rebar
US20040086330A1 (en) 2001-01-23 2004-05-06 Gregel John J. Reinforcing bar connection and method
JP2009150049A (en) 2007-12-18 2009-07-09 Tokyo Tekko Co Ltd Rebar connection seal structure and rebar connection device

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Publication number Priority date Publication date Assignee Title
JPS527943Y2 (en) * 1974-10-12 1977-02-19
JPH10266464A (en) * 1997-03-19 1998-10-06 Tokyo Tekko Co Ltd Connection device for screw rebar
JP3817340B2 (en) * 1997-06-16 2006-09-06 東京鐵鋼株式会社 Screw rebar coupling device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000096773A (en) 1998-09-25 2000-04-04 Tokyo Tekko Co Ltd Connection device for screw rebar
US20040086330A1 (en) 2001-01-23 2004-05-06 Gregel John J. Reinforcing bar connection and method
JP2009150049A (en) 2007-12-18 2009-07-09 Tokyo Tekko Co Ltd Rebar connection seal structure and rebar connection device

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