JP4990834B2 - Sleeve rebar joint structure - Google Patents

Sleeve rebar joint structure Download PDF

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JP4990834B2
JP4990834B2 JP2008094495A JP2008094495A JP4990834B2 JP 4990834 B2 JP4990834 B2 JP 4990834B2 JP 2008094495 A JP2008094495 A JP 2008094495A JP 2008094495 A JP2008094495 A JP 2008094495A JP 4990834 B2 JP4990834 B2 JP 4990834B2
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reinforcing bar
cylindrical member
sleeve
joint structure
ring
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JP2009041361A (en
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真大 虻川
洋一 宮野
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日本スプライススリーブ株式会社
安藤建設株式会社
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Description

本発明は、対向する鉄筋相互を筒状部材を利用して一体化するスリーブ式鉄筋継手構造に関するものである。     The present invention relates to a sleeve-type reinforcing bar joint structure in which opposing reinforcing bars are integrated using a cylindrical member.

本出願人は、対向する鉄筋相互を筒状部材を利用して継ぐスリーブ式鉄筋継手において、該筒状部材を長手方向に沿って2分割する半割部材とすることにより鉄筋を据え付け易く、且つ鉄筋の先端部を大きな膨出部とすることや筒状部材の内部周壁より突出部を形成すること等ができ、それらにより鉄筋の定着力を増加することを可能とし、その結果、筒状部材を短くしても所定の強度が得られるスリーブ式鉄筋継手構造を提案している。     The present applicant, in a sleeve-type reinforcing bar joint that uses a cylindrical member to connect the opposing reinforcing bars, makes it easy to install the reinforcing bar by making the cylindrical member a half member that is divided into two along the longitudinal direction, and The tip of the reinforcing bar can be a large bulging part, a protruding part can be formed from the inner peripheral wall of the cylindrical member, etc., thereby making it possible to increase the fixing force of the reinforcing bar, and as a result, the cylindrical member A sleeve-type reinforcing bar joint structure that provides a predetermined strength even when the length is shortened is proposed.

しかし、上記のように半割部材を使用しているので、該半割部材を筒状とするための固定手段が必要となり、その手段として本出願人は特開2006−124963号公報において半割部材の両端部外周に雄ネジを設け、該雄ネジに螺合される雌ネジを内周に有するリングを別体として用意し、両者を螺合することにより一体化する固定手段を一実施例として提案している。     However, since the halved member is used as described above, a fixing means for making the halved member into a cylindrical shape is necessary, and as a means for this, the applicant of the present invention disclosed in Japanese Patent Laid-Open No. 2006-124963. An embodiment of a fixing means in which a male screw is provided on the outer periphery of both end portions of a member, a ring having a female screw threadedly engaged with the male screw is prepared as a separate body, and both are integrated by screwing together. As proposed.

しかし、上記雄ネジと雌ネジとによる螺合結合は、ネジ間に小空間となる遊びがあること及び薄いネジ山相互での係止となるため筒状部材内外でのコンクリートの収縮する初期の段階或いはその後の振動等により当該箇所に引っ張り力等が作用したとき、該ネジ山に損傷を来たし、ネジの機能を失うおそれがあった。     However, the screwed connection by the male screw and the female screw has a play that becomes a small space between the screws, and the thin screw threads are locked to each other. Therefore, the initial contraction of the concrete inside and outside the cylindrical member. When a pulling force or the like is applied to the location due to a step or a subsequent vibration or the like, the screw thread may be damaged and the function of the screw may be lost.

上記ネジ山が外方へ引っ張られると、それに伴って筒状部材に移動や変形が生じることにもなり、長期にわたって安定した固定手段を得ることが困難となることが危惧されていた。
特開2006−124963号公報
When the screw thread is pulled outward, the tubular member is moved and deformed accordingly, and it has been feared that it is difficult to obtain a fixing means that is stable over a long period of time.
JP 2006-124963 A

本発明は、上記欠点を解決したもので、筒状部材を半割部材とし、該半割部材を鉄筋の装着後に一体化する構造で、該筒状部材内での鉄筋と充填材との定着力を増大すると同時に、半割部材相互を該充填材とリングを利用して強固に一体化することを可能とし、その結果、該筒状部材の長さを大幅に短くしたスリーブ式鉄筋継手構造を提供するものである。     The present invention solves the above-mentioned drawbacks, and has a structure in which a cylindrical member is a half member, and the half member is integrated after mounting the reinforcing bar, and the reinforcing bar and the filler are fixed in the cylindrical member. A sleeve-type reinforcing bar joint structure in which the half members can be firmly integrated using the filler and the ring while the force is increased and the length of the cylindrical member is greatly shortened. Is to provide.

筒状部材を長手方向に沿って分割した半割部材とし、鉄筋を筒内に配置した状態で半割部材相互を筒状部材とするスリーブ式鉄筋継手構造において、該筒状部材の周壁に充填材の注入口及び流出口を形成し、該筒状部材の両端部の外部周壁にリングを装着し、該流出口は該リングが装着される位置に設け、遊嵌状態で鉄筋が配置されている筒内空間部及び該筒状部材とリングとの隙間に充填材を充填してそれらを一体化してなるスリーブ式鉄筋継手構造を特徴とする。
In a sleeve-type rebar joint structure in which a cylindrical member is divided into half members along the longitudinal direction, and the half members are arranged in the cylinder with the reinforcing bars arranged in the cylinder, the peripheral wall of the cylindrical member is filled. The material inlet and outlet are formed, and a ring is attached to the outer peripheral wall of both ends of the cylindrical member, the outlet is provided at a position where the ring is attached, and the reinforcing bars are arranged in a loose fit state. It is characterized by a sleeve-type reinforcing bar joint structure in which a filling material is filled into a space in the cylinder and the gap between the cylindrical member and the ring and they are integrated.

また、上記筒状部材の外径は、リングの内径よりやや小とし、該筒状部材の外部周壁とリングの内部周壁間に隙間を形成し、該隙間を充填材の充填空間としてなるスリーブ式鉄筋継手構造を特徴とする。     The outer diameter of the cylindrical member is slightly smaller than the inner diameter of the ring, a gap is formed between the outer peripheral wall of the cylindrical member and the inner peripheral wall of the ring, and the sleeve is used as a filling space for the filler. Features a reinforced joint structure.

更に、上記筒状部材の周壁の外形は、その長手方向中央部は厚く、左右両端部はやや薄くなるようにして形成してなるスリーブ式鉄筋継手構造を特徴とする。
Further, the outer shape of the peripheral wall of the cylindrical member is characterized by a sleeve-type reinforcing bar joint structure formed such that the central portion in the longitudinal direction is thick and the left and right end portions are slightly thin .

また、上記筒状部材内に配置された左右の鉄筋は、その各々の先端を膨出部としてなるスリーブ式鉄筋継手構造を特徴とする。
Further, the left and right reinforcing bars arranged in the cylindrical member are characterized by a sleeve-type reinforcing bar joint structure in which the respective tips are bulged portions .

更に、上記筒状部材の両開口部の径は、鉄筋先端膨出部の径より小としたスリーブ式鉄筋継手構造を特徴とする。
Furthermore, the diameter of both opening parts of the said cylindrical member is characterized by the sleeve type rebar joint structure made smaller than the diameter of the reinforcing bar tip bulge part .

また、上記筒状部材の長手方向中央部に注入口を設け、両端部側に流出口を設け、必要に応じて装着されるリングに流出口を設けたスリーブ式鉄筋継手構造を特徴とする。
Further, the present invention is characterized by a sleeve-type reinforcing bar joint structure in which an inlet is provided at the center in the longitudinal direction of the cylindrical member, outlets are provided at both end sides, and outlets are provided in rings to be mounted as necessary .

更に、上記装着されるリング両端部と筒状部材との間は密封材でシールするスリーブ式鉄筋継手構造を特徴とする。 Further, the present invention is characterized by a sleeve-type reinforcing bar joint structure in which a gap between both ends of the attached ring and the cylindrical member is sealed with a sealing material .

本発明のスリーブ式鉄筋継手構造は、鉄筋の先端部に開口部より大きな膨出部を設け及び必要に応じ筒状部材の内部周壁に鉄筋方向へ突出する係止部を設けたので、筒状部材の内壁と鉄筋間に形成され筒内空間部に詰められた充填材に対し、該膨出部や係止部等が強力なアンカーとなり、左右の鉄筋の定着力を大幅に増加することが可能となった。これにより筒状部材の長さを短くすることが可能となった。     The sleeve-type reinforcing bar joint structure of the present invention is provided with a bulging part larger than the opening part at the tip part of the reinforcing bar and, if necessary, a locking part protruding in the reinforcing bar direction on the inner peripheral wall of the cylindrical member. For the filler formed between the inner wall of the member and the reinforcing bar and packed in the in-cylinder space, the bulging part, the locking part, etc. can be a strong anchor, which can greatly increase the fixing force of the left and right reinforcing bars It has become possible. This makes it possible to shorten the length of the cylindrical member.

また、上記に加え、筒状部材の開口部に立ち上がり部を形成したので、該開口部を小さくすることができ、鉄筋との間に配置される密封材を少なくできると同時に、充填材の外部への流出の危険性を少なくし、且つ該充填材のアンカー効果を一層有効なものとすることが可能となった。     In addition to the above, since the rising portion is formed in the opening of the cylindrical member, the opening can be made small, the sealing material disposed between the reinforcing bars can be reduced, and at the same time, the outside of the filler It is possible to reduce the risk of spilling into the water and to make the anchor effect of the filler more effective.

更に、筒状部材を半割部材としたので鉄筋の設置が容易となり、該半割部材を筒状部材として維持させる手段としてその両端からリングを装着し、且つ該筒状部材の外部周壁と該リングの内部周壁との隙間に充填材を充填することによりリングが強固に固定され、その結果、筒状部材に対してコンクリートの収縮や振動等によって負荷が加わっても初期の固定状態をそのまま維持することが可能となった。     Further, since the cylindrical member is a half member, it is easy to install a reinforcing bar, and as a means for maintaining the half member as a cylindrical member, a ring is attached from both ends thereof, and the outer peripheral wall of the cylindrical member and the The ring is firmly fixed by filling the gap with the inner peripheral wall of the ring. As a result, the initial fixed state is maintained even if a load is applied to the cylindrical member due to shrinkage or vibration of the concrete. It became possible to do.

以下、本発明を最良の実施例に基づいて説明する。     Hereinafter, the present invention will be described based on the best embodiments.

図1は、本発明のスリーブ式鉄筋継手構造の正面断面図を示し、該スリーブ式鉄筋継手構造は、スリーブ式鉄筋継手(以下、筒状部材という)1、左右の鉄筋2、左右のリング3並びに筒状部材内の空間部及び筒状部材とリングとの隙間に充填される充填材4とより構成している。     FIG. 1 is a front sectional view of a sleeve-type reinforcing bar joint structure according to the present invention. The sleeve-type reinforcing bar joint structure includes a sleeve-type reinforcing bar joint (hereinafter referred to as a tubular member) 1, left and right reinforcing bars 2, and left and right rings 3. In addition, a space portion in the tubular member and a filler 4 filled in a gap between the tubular member and the ring are configured.

該筒状部材1は、スリーブ本体を形成する筒形の内外の側壁を形成する周壁5、左右の開口部6、該周壁5の内部周壁より突出する係止部7及び該開口部6の入口を狭めるように形成した立ち上がり部8とより構成している。     The cylindrical member 1 includes a peripheral wall 5 forming inner and outer side walls of a cylindrical shape forming a sleeve body, left and right openings 6, a locking part 7 protruding from the inner peripheral wall of the peripheral wall 5, and an inlet of the opening 6 And a rising portion 8 formed so as to narrow.

また、該筒状部材1の周壁5の外形は、図1に示すように、その長手方向中央部は厚く、左右両端部がやや薄くなるように形成し、且つ同長手方向に沿って2分割されるように半割部材とされている。     Further, as shown in FIG. 1, the outer shape of the peripheral wall 5 of the cylindrical member 1 is formed such that the central portion in the longitudinal direction is thick and the left and right end portions are slightly thin, and is divided into two along the longitudinal direction. It is made into a half member so that it may be.

上記やや薄手とされた両端部は、その外部周壁にリング3が装着自在となるような外径H1としている。     The slightly thinned both ends have an outer diameter H1 that allows the ring 3 to be attached to the outer peripheral wall.

該筒状部材1は、筒形の周壁5の内部周壁5により囲まれて空間部9が形成され、該空間部9には半割部材の状態で左右の開口部6より各々連結される鉄筋2が配置される。該鉄筋2としては、通常の丸鋼鉄筋或いは異形鉄筋等が使用される。該鉄筋2の端部にはアンカーのための膨出部10を形成する。該膨出部10は、鉄筋2の端部を軸方向よりガスバーナーで熱をかけながら押し潰したり或いは摩擦圧接等により当該端部に大きなコブ状の膨出部10を形成する。     The cylindrical member 1 is surrounded by an inner peripheral wall 5 of a cylindrical peripheral wall 5 to form a space portion 9, and a reinforcing bar connected to the space portion 9 from the left and right openings 6 in the form of a half member. 2 is arranged. As the rebar 2, a normal round steel rebar or a deformed rebar is used. A bulging portion 10 for an anchor is formed at the end of the reinforcing bar 2. The bulging portion 10 forms a large bump-shaped bulging portion 10 at the end portion by crushing the end portion of the reinforcing bar 2 while applying heat with a gas burner from the axial direction or by friction welding.

一例として、上記半割部材に配置される鉄筋2の径をDとすると、該膨出部10の径は約1.4Dとする。また、該膨出部10の突出長さは約0.65Dとする。
また、上記鉄筋2を配置する筒状部材1の両開口部6の開口径D1は、約1.2〜1.3Dとし、鉄筋2の膨出部10の径より小さく形成している。半割部材とすることにより膨出部10の径を開口部6の開口径より大きくすることが可能となる。
As an example, if the diameter of the reinforcing bar 2 arranged on the half member is D, the diameter of the bulging portion 10 is about 1.4D. The protruding length of the bulging portion 10 is about 0.65D.
Moreover, the opening diameter D1 of both the opening parts 6 of the cylindrical member 1 which arrange | positions the said reinforcement 2 shall be about 1.2-1.3D, and is formed smaller than the diameter of the bulging part 10 of the reinforcement 2. FIG. By using a half member, the diameter of the bulging portion 10 can be made larger than the opening diameter of the opening 6.

更に、周壁5の内部周壁となる両端部側には必要に応じて係止部7を鉄筋方向へ突出形成し、又は/及び凹凸部を形成し、空間部9に充填される充填材4との係止力を増加させ、固定状態を良好とさせる。     Furthermore, on both end sides which are the inner peripheral walls of the peripheral wall 5, a locking portion 7 is formed so as to protrude in the direction of the reinforcing bar as necessary, or / and an uneven portion is formed, and the filler 4 filled in the space portion 9 The locking force is increased so that the fixed state is good.

また、周壁5の両端縁部となる内部周壁に形成した立ち上がり部8は、上記のように開口部6の開口径を鉄筋2の膨出部10の径より小とすると同時に、該立ち上がり部8の内側の立ち上がり面を鋭角状に突出形成することにより充填材4の空間部9内でのとどまり及びその係止力を良好とすることができる。     Further, the rising portion 8 formed on the inner peripheral wall serving as both edge portions of the peripheral wall 5 makes the opening diameter of the opening 6 smaller than the diameter of the bulging portion 10 of the reinforcing bar 2 as described above, and at the same time the rising portion 8. By forming the rising surface on the inner side with a sharp angle, the stay of the filler 4 in the space 9 and the locking force thereof can be improved.

更に、充填材が充填される空間部9の周壁5の内部周壁と該膨出部10の外周部との間隔は、充填材が行き渡るのを考慮する。少なくとも1.5mm以上程度は必要である。     Further, the distance between the inner peripheral wall 5 of the peripheral wall 5 of the space portion 9 filled with the filler and the outer peripheral portion of the bulging portion 10 takes into account the spread of the filler. At least about 1.5 mm or more is necessary.

該スリーブ式鉄筋継手1に配置された鉄筋2の長さD3は2〜2.5D程度とすることができる。
また、一方の開口部6側に配置された鉄筋2と、他方の開口部6側に配置された鉄筋2との先端間間隔D4は、5から30mm程度とする。
従って、スリーブ式鉄筋継手1の全長は鉄筋の径により多少異なるが、約4〜6Dとすることができる。
The length D3 of the reinforcing bar 2 arranged in the sleeve-type reinforcing bar joint 1 can be about 2 to 2.5D.
The distance D4 between the tips of the reinforcing bar 2 arranged on the one opening 6 side and the reinforcing bar 2 arranged on the other opening 6 side is about 5 to 30 mm.
Accordingly, the total length of the sleeve-type reinforcing bar joint 1 may be about 4 to 6D, although it varies somewhat depending on the diameter of the reinforcing bar.

また、周壁5には充填材4を空間部9に充填するための注入口11を形成する。本実施例1では筒状部材1の中央部に設けている。注入口11から注入された充填材は、その対向する側となる周壁5の左右のリング3が配置される端部側に形成した流出口12から外部へと流出することになる。該流出口12は、係止部7を兼ねて周壁5を厚手に形成してなる箇所を選定することにより貫通孔による欠損を補強することが可能である。     In addition, an inlet 11 for filling the space portion 9 with the filler 4 is formed in the peripheral wall 5. In the first embodiment, it is provided at the center of the cylindrical member 1. The filler injected from the injection port 11 flows out from the outlet 12 formed on the end side where the left and right rings 3 of the peripheral wall 5 on the opposite side are disposed. The outlet 12 can reinforce a defect caused by a through hole by selecting a portion formed by thickly forming the peripheral wall 5 serving also as the locking portion 7.

上記充填材4としては各種モルタルが使用されるが早強モルタルや特に膨張セメントを主としたものが最適である。     As the filler 4, various mortars are used, but those with early strong mortar and especially expanded cement are most suitable.

上記リング3は、図2に示すように、両端部に開口部13を形成した筒状のもので、上記一方の開口部13側から半割部材を筒状部材1とした各々の両端部へ装着する。予め左右の鉄筋2に装着しておき、筒状部材1を形成後に移動させることになる。     As shown in FIG. 2, the ring 3 has a cylindrical shape in which openings 13 are formed at both ends. From the one opening 13 side to each end where the half member is a cylindrical member 1. Installing. It is attached to the left and right reinforcing bars 2 in advance, and the cylindrical member 1 is moved after being formed.

該筒状部材1の開口部6側の外部周壁となる外径H1よりリング3の内径H2をやや大きく形成しておくことにより装着が可能となる。例えば、筒状部材1の外径H1を60mmとした場合、リング3の内径H2は64mm程度とする。     The cylindrical member 1 can be mounted by making the inner diameter H2 of the ring 3 slightly larger than the outer diameter H1 that forms the outer peripheral wall on the opening 6 side of the cylindrical member 1. For example, when the outer diameter H1 of the cylindrical member 1 is 60 mm, the inner diameter H2 of the ring 3 is about 64 mm.

図3に示すように、筒状部材1にリング3を装着した後の周壁5の外部周壁とリング3の内部周壁間には僅かな隙間Wが生じることになる。上記例によれば、2mm程の隙間Wがその周囲に生じることになる。     As shown in FIG. 3, a slight gap W is generated between the outer peripheral wall of the peripheral wall 5 after the ring 3 is attached to the tubular member 1 and the inner peripheral wall of the ring 3. According to the above example, the gap W of about 2 mm is generated around the periphery.

上記筒状部材1のいずれか一方の半割部材に各々の鉄筋2を配設し、それに被せるようにして他方の半割部材で筒状体を完成し、その筒状部材1にその左右両端部からリング3を移動させて装着する。その装着後、注入口11よりモルタル等の充填材4を注入する。     Each reinforcing bar 2 is arranged on one half member of the tubular member 1 and a tubular body is completed with the other half member so as to cover it. The ring 3 is moved from the part and attached. After the mounting, the filler 4 such as mortar is injected from the injection port 11.

注入に先立って上記開口部6と鉄筋2との隙間はリング状のゴム材やその他の密封材14で塞ぐ。立ち上がり部8を高く形成しているので開口径は小径となっており、密封材14は封入し易いし、負荷がかからず外れにくい。また、小部材ですむ。該密封材14により筒内空間部9は閉鎖空間とされ、充填材4が開口部6から流出することはない。更に、周壁5の外部周壁とリング3の内部周壁との隙間はリング状のゴム材やその他の密封材14’で塞ぐ。該密封材14’により周壁5の外部周壁とリング3の内部周壁間の隙間Wは閉鎖される。注入口11から該空間部9に充填された充填材4は図3の矢印に示すように、スリーブ式鉄筋継手1に設けた流出口12より外部へと流出することになる。     Prior to injection, the gap between the opening 6 and the reinforcing bar 2 is closed with a ring-shaped rubber material or other sealing material 14. Since the rising portion 8 is formed high, the opening diameter is small, and the sealing material 14 is easy to enclose, is not loaded, and is difficult to come off. Small parts are also required. The in-cylinder space 9 is closed by the sealing material 14, and the filler 4 does not flow out of the opening 6. Further, the gap between the outer peripheral wall of the peripheral wall 5 and the inner peripheral wall of the ring 3 is closed with a ring-shaped rubber material or other sealing material 14 '. A gap W between the outer peripheral wall of the peripheral wall 5 and the inner peripheral wall of the ring 3 is closed by the sealing material 14 ′. As shown by the arrow in FIG. 3, the filler 4 filled in the space 9 from the inlet 11 flows out from the outlet 12 provided in the sleeve-type reinforcing bar joint 1.

該流出口12は、その外部周壁側の全面がリング3によって覆われているので、流出した充填材4は周壁5の外部周壁とリング3の内部周壁間の隙間Wに充満し、リング3の上面に設けた流出口15より外部へ流出することになる。     Since the entire outer peripheral wall side of the outlet 12 is covered with the ring 3, the outflowing filler 4 fills the gap W between the outer peripheral wall of the peripheral wall 5 and the inner peripheral wall of the ring 3. It flows out from the outlet 15 provided on the upper surface.

リング3の流出口15からの流出現象が生じた時点で、注入口11からの充填材の充填を止める。     When the outflow phenomenon from the outlet 15 of the ring 3 occurs, the filling of the filler from the inlet 11 is stopped.

この注入施工により、充填材4が硬化すると筒状部材1内で鉄筋2は強固に固定され、且つ該筒状部材1の外部周壁とリング3の内部周壁間の隙間Wに充満した充填材4も硬化し、両者は強固に固定され、それにより2分割となっていた半割部材は、該筒状部材1として一体化された強固な筒状体の継手となる。     When the filler 4 is cured by this injection construction, the reinforcing bar 2 is firmly fixed in the cylindrical member 1 and the filler 4 filled in the gap W between the outer peripheral wall of the cylindrical member 1 and the inner peripheral wall of the ring 3 is filled. The halved member that has been divided into two parts is a joint of a strong cylindrical body integrated as the cylindrical member 1.

隙間Wに充満した充填材によってリング3が固定されるので、コンクリートの硬化に伴う引っ張り力や収縮力或いはその後の振動や地震等によって該スリーブ式鉄筋継手に様々な力が作用しても、筒状体としての固定力は強固であり、安定した固定手段を得ることができる。     Since the ring 3 is fixed by the filler filled in the gap W, even if various forces are applied to the sleeve-type reinforcing bar joint due to a pulling force, a shrinking force, a subsequent vibration, an earthquake, or the like accompanying the hardening of the concrete, the cylinder The fixing force as a solid body is strong, and a stable fixing means can be obtained.

なお、充填材4の充填時等におけるリングの移動防止は、端部側から隙間に対して対称的に楔を打ち込むとか、端部側より当板等を当てがうとかにより適宜成すことができる。
上記実施例では、鉄筋2の端部にアンカーのための膨出部10を形成したが、膨出部を形成しない鉄筋でもよい。
In addition, the movement prevention of the ring at the time of filling the filler 4 or the like can be appropriately performed by driving a wedge symmetrically with respect to the gap from the end side or applying a contact plate or the like from the end side. .
In the above embodiment, the bulging portion 10 for the anchor is formed at the end of the reinforcing bar 2, but a reinforcing bar that does not form the bulging portion may be used.

本実施例2(図示せず)は、上記実施例1の半割部材相互が開くことを防止するための手段として、該半割部材の当接位置に、長手方向に沿って適宜箇所に外方へ突出するフランジを設け、半割部材に形成した両フランジ間をボルト・ナットによって締め付けることにより、半割部材の開きを防止するようにしたものである。     In the second embodiment (not shown), as a means for preventing the halved members of the first embodiment from opening each other, the halved member is placed at an appropriate position along the longitudinal direction at the contact position of the halved member. A flange projecting in the direction is provided, and between the two flanges formed on the half member is tightened with bolts and nuts to prevent the half member from opening.

引っ張り力等は筒状部材の長手方向に作用することになるので、その直交方向となるボルト・ナットには影響は少なく、半割部材相互の連結としては有効となる。上記実施例1と併用してもよいし、これ単独でもよい。     Since the pulling force or the like acts in the longitudinal direction of the cylindrical member, there is little influence on the bolt and nut in the orthogonal direction, and it is effective as a connection between the half members. You may use together with the said Example 1, and this may be sufficient.

本発明のスリーブ式鉄筋継手構造の正面断面図。The front sectional view of the sleeve type reinforcing bar joint structure of the present invention. 本発明のスリーブ式鉄筋継手構造のリングの正面断面図。The front sectional view of the ring of the sleeve type reinforcing bar joint structure of the present invention. 本発明のスリーブ式鉄筋継手構造の継手にリングを装着した状態の一部省略正面断面図。FIG. 3 is a partially omitted front cross-sectional view showing a state in which a ring is mounted on a joint of the sleeve type reinforcing bar joint structure of the present invention.

符号の説明Explanation of symbols

1 スリーブ式鉄筋継手(筒状部材)
2 鉄筋
3 リング
4 充填材
5 周壁
6 開口部
7 係止部
8 立ち上がり部
9 空間部
10 膨出部
11 注入口
12 流出口
13 開口部
14 密封材
14’密封材
15 流出口
1 Sleeve type rebar joint (tubular member)
2 Reinforcing bar 3 Ring 4 Filler 5 Circumferential wall
6 opening
7 Locking part
8 rising portion 9 space portion 10 bulging portion 11 inlet 12 outlet 13 opening
14 Sealing material
14 'sealant
15 Outlet

Claims (8)

筒状部材を長手方向に沿って分割した半割部材とし、鉄筋を筒内に配置した状態で半割部材相互を筒状部材とするスリーブ式鉄筋継手構造において、該筒状部材の周壁に充填材の注入口及び流出口を形成し、該筒状部材の両端部の外部周壁にリングを装着し、該流出口は該リングが装着される位置に設け、遊嵌状態で鉄筋が配置されている筒内空間部及び該筒状部材とリングとの隙間に充填材を充填してそれらを一体化してなることを特徴とするスリーブ式鉄筋継手構造。 In a sleeve-type rebar joint structure in which a cylindrical member is divided into half members along the longitudinal direction, and the half members are arranged in the cylinder with the reinforcing bars arranged in the cylinder, the peripheral wall of the cylindrical member is filled. The material inlet and outlet are formed, and a ring is attached to the outer peripheral wall of both ends of the cylindrical member, the outlet is provided at a position where the ring is attached, and the reinforcing bars are arranged in a loose fit state A sleeve-type reinforcing bar joint structure, wherein a filling material is filled in an in-cylinder space and a gap between the tubular member and the ring, and these are integrated. 筒状部材の外径は、リングの内径よりやや小とし、該筒状部材の外部周壁とリングの内部周壁間に隙間を形成し、該隙間を充填材の充填空間としてなることを特徴とする請求項1に記載のスリーブ式鉄筋継手構造。   The outer diameter of the cylindrical member is slightly smaller than the inner diameter of the ring, and a gap is formed between the outer peripheral wall of the cylindrical member and the inner peripheral wall of the ring, and the gap serves as a filling space for the filler. The sleeve type reinforcing bar joint structure according to claim 1. 筒状部材の周壁の外形は、その長手方向中央部は厚く、左右両端部はやや薄くなるようにして形成してなることを特徴とする請求項1又は2に記載のスリーブ式鉄筋継手構造。 The sleeve-type reinforcing bar joint structure according to claim 1 or 2, wherein the outer shape of the peripheral wall of the cylindrical member is formed such that a central portion in the longitudinal direction is thick and both left and right end portions are slightly thin . 筒状部材内に配置された左右の鉄筋は、その各々の先端を膨出部としてなることを特徴とする請求項1乃至3のいずれか1に記載のスリーブ式鉄筋継手構造。 The sleeve-type reinforcing bar joint structure according to any one of claims 1 to 3, wherein the left and right reinforcing bars arranged in the cylindrical member have bulged portions at their respective ends. 筒状部材の両開口部の径は、鉄筋先端膨出部の径より小としたことを特徴とする請求項1乃至4のいずれか1に記載のスリーブ式鉄筋継手構造。 The sleeve-type reinforcing bar joint structure according to any one of claims 1 to 4, wherein the diameter of both openings of the cylindrical member is smaller than the diameter of the reinforcing bar tip bulge . 筒状部材の長手方向中央部に注入口を設け、両端部側に流出口を設けたことを特徴とする請求項1乃至5のいずれか1に記載のスリーブ式鉄筋継手構造。 The sleeve-type reinforcing bar joint structure according to any one of claims 1 to 5, wherein an injection port is provided at a central portion in the longitudinal direction of the cylindrical member, and an outlet is provided at both ends . 装着されるリングに流出口を設けたことを特徴とする請求項1乃至6のいずれかに記載のスリーブ式鉄筋継手構造。 Sleeve-type reinforcing bar joint structure according to any one of claims 1 to 6, characterized in that a outlet to the ring to be mounted. 装着されるリング両端部と筒状部材との間は密封材でシールすることを特徴とする請求項1乃至7のいずれか1に記載のスリーブ式鉄筋継手構造。
The sleeve-type reinforcing bar joint structure according to any one of claims 1 to 7, wherein a sealant seals between both ends of the ring to be mounted and the cylindrical member .
JP2008094495A 2007-07-15 2008-04-01 Sleeve rebar joint structure Active JP4990834B2 (en)

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