JPH10317585A - Connecting device for screw reinforcement - Google Patents

Connecting device for screw reinforcement

Info

Publication number
JPH10317585A
JPH10317585A JP14476697A JP14476697A JPH10317585A JP H10317585 A JPH10317585 A JP H10317585A JP 14476697 A JP14476697 A JP 14476697A JP 14476697 A JP14476697 A JP 14476697A JP H10317585 A JPH10317585 A JP H10317585A
Authority
JP
Japan
Prior art keywords
joint
wedge member
screw
hole
driving hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP14476697A
Other languages
Japanese (ja)
Inventor
Shigeo Kosone
茂雄 小曽根
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyo Tekko Co Ltd
Original Assignee
Tokyo Tekko Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyo Tekko Co Ltd filed Critical Tokyo Tekko Co Ltd
Priority to JP14476697A priority Critical patent/JPH10317585A/en
Publication of JPH10317585A publication Critical patent/JPH10317585A/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a connecting device for screw reinforcements capable of high connection strength by simple work. SOLUTION: A joint 10 is provided with a screw hole 11 and a driving hole 12. With a pair of screw reinforcements 1 screwed into the screw hole 11 of the joint 10, a wedge member 20 is driven from the driving hole 12 to the top end of the screw reinforcements 1. By this, the screw reinforcements 1 are pushed in the direction apart from each other, and a connection strength is increased. Also grout material is poured from a filling port 21 formed in the wedge member 20 so as to further increase the connection strength. In addition, a flange 21 is formed on the wedge member 20 and an elastic seal ring 30 is provided between the flange 21 and the flat outer surface of the joint 10 so as to prevent grout material from leaking.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、高い連結強度を確
保できるねじ鉄筋用連結装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting device for a screw rebar which can ensure a high connecting strength.

【0002】[0002]

【従来の技術】異形鉄筋としてねじ鉄筋を用い、このね
じ鉄筋の端部を、長ナット形状の継手に螺合させること
により、効率良くねじ鉄筋同士を連結する技術は公知で
ある。上記のようにねじ鉄筋を継手に螺合させただけで
は連結強度が低い。そのため、両ねじ鉄筋にロックナッ
トを螺合させ、これらロックナットを継手の両端に向か
って締め付けることにより、連結強度を高めている。し
かし、上記ロックナットを用いる方法では、ロックナッ
トを大きなトルクで締め付けるための治具を必要とし、
その締め付け作業も煩雑である。
2. Description of the Related Art A technique is known in which a threaded rebar is used as a deformed rebar and an end of the threaded rebar is screwed into a long nut-shaped joint to efficiently connect the rebars. The connection strength is low only by screwing the threaded rebar into the joint as described above. Therefore, lock nuts are screwed onto both threaded rebars, and these lock nuts are tightened toward both ends of the joint to increase the connection strength. However, the method using the lock nut requires a jig for tightening the lock nut with a large torque,
The tightening work is also complicated.

【0003】他方、実開昭62−61815号公報に開
示されているように、継手の周壁の軸方向中央部に打込
孔を形成し、この打込孔から螺合状態のねじ鉄筋の先端
間に楔部材を打ち込む方法も開発されている。この楔部
材による打ち込みだけでは、高い連結強度が得られない
ため、上述したと同様にロックナットを併用している。
On the other hand, as disclosed in Japanese Utility Model Application Laid-Open No. 62-61815, a driving hole is formed at the axially central portion of the peripheral wall of the joint, and the leading end of a threaded screw threaded from the driving hole. A method of driving a wedge member between them has also been developed. Since high connection strength cannot be obtained only by driving with the wedge member, a lock nut is also used in the same manner as described above.

【0004】[0004]

【発明が解決しようとする課題】上記公報に開示された
方法では、ロックナットが補助的に用いられており、ロ
ックナットだけで連結強度を高める場合に比べれば、締
め付けトルクは小さくて済むが、やはり大きな治具を用
いて締め付ける作業は煩雑である。
In the method disclosed in the above publication, a lock nut is used as an auxiliary, and the tightening torque is smaller than when the connection strength is increased by using only the lock nut. Again, the work of tightening using a large jig is complicated.

【0005】[0005]

【課題を解決するための手段】請求項1の発明は、ねじ
穴を有する継手に一対のねじ鉄筋の端部を螺合させるこ
とにより、ねじ鉄筋同士を連結する装置において、さら
に、楔部材を備えており、上記継手の周壁には、その軸
方向のほぼ中央において、打込孔が形成され、この打込
孔を介して螺合状態の両ねじ鉄筋の先端間に上記楔部材
が打ち込まれ、しかも、この楔部材には、グラウト材を
注入するための注入孔が形成されていることを特徴とす
る。
According to a first aspect of the present invention, there is provided an apparatus for connecting a pair of threaded rebars by screwing ends of a pair of threaded rebars into a joint having a threaded hole. In the peripheral wall of the joint, a driving hole is formed substantially at the center in the axial direction, and the wedge member is driven between the distal ends of the screw threads in the screwed state through the driving hole. In addition, an injection hole for injecting the grout material is formed in the wedge member.

【0006】請求項2の発明は、ねじ穴を有する継手に
一対のねじ鉄筋の端部を螺合させることにより、ねじ鉄
筋同士を連結する装置において、さらに、楔部材を備え
ており、上記継手の周壁には、その軸方向のほぼ中央に
おいて、打込孔が形成され、この打込孔を介して螺合状
態の両ねじ鉄筋の先端間に上記楔部材が打ち込まれ、し
かも、上記継手の周壁には、その軸方向のほぼ中央であ
って上記打込孔に対して周方向に離れた位置に、グラウ
ト材を注入するための注入孔が形成されていることを特
徴とする。
According to a second aspect of the present invention, there is provided an apparatus for connecting threaded rebars by screwing ends of a pair of threaded rebars to a joint having a threaded hole, further comprising a wedge member. A driving hole is formed in the peripheral wall at substantially the center in the axial direction, and the wedge member is driven between the distal ends of the screw threads in the threaded state through the driving hole. An injection hole for injecting the grout material is formed in the peripheral wall at a position substantially at the center in the axial direction and separated from the driving hole in the circumferential direction.

【0007】請求項3の発明は、請求項1または2に記
載のねじ鉄筋用連結装置において、上記楔部材の基端部
には、上記打込孔より大きいフランジが形成されている
ことを特徴とする。請求項4の発明は、請求項3に記載
のねじ鉄筋用連結装置において、上記フランジと継手の
外面との間には、環状をなす弾性のシールリングが介在
されることを特徴とする。請求項5の発明は、請求項3
に記載のねじ鉄筋用連結装置において、上記継手の外面
には、上記打込孔を囲むようにして、この打込孔より大
きい凹部が形成され、この凹部に上記継手のフランジが
収容されることを特徴とする。請求項6の発明は、請求
項3〜5のいずれかに記載のねじ鉄筋用連結装置におい
て、上記継手の中央部の断面外郭が多角形状をなし、こ
の継手の外面の1つの平坦面に上記打込孔が形成されて
いることを特徴とする。
According to a third aspect of the present invention, in the connecting device for a screw rebar according to the first or second aspect, a flange larger than the driving hole is formed at a base end of the wedge member. And According to a fourth aspect of the present invention, in the connecting device for a threaded reinforcing bar according to the third aspect, an annular elastic seal ring is interposed between the flange and an outer surface of the joint. The invention of claim 5 is the invention of claim 3
In the coupling device for a screw reinforcing bar described in the above, the outer surface of the joint is formed with a recess larger than the drive hole so as to surround the drive hole, and the recess of the joint is accommodated in the recess. And According to a sixth aspect of the present invention, in the coupling device for a screw rebar according to any one of the third to fifth aspects, a cross-sectional outline of a central portion of the joint has a polygonal shape, and the outer surface of the joint has a flat surface. It is characterized in that a driving hole is formed.

【0008】[0008]

【発明の実施の形態】以下、本発明の第1の実施形態を
なすねじ鉄筋用連結装置を、図1を参照して説明する。
連結装置は継手10を備えている。この継手10は、外
形が断面六角形の長ナット形状(筒形状)をなし、内周
にねじ鉄筋1を螺合するためのねじ穴11を有してい
る。また、継手10の周壁には、その軸方向中央におい
て、この周壁を貫通する円形の打込孔12が形成されて
いる。この打込孔12は、継手10の外周面の6つの平
坦面10aのうちの1つに形成されており、その径は平
坦面10aの周方向の幅より小さい。上記打込孔12の
周縁から継手10の両端10bまでの距離Dは、ともに
等しい。この距離Dは、ねじ鉄筋1の最低限必要な螺合
深さに相当する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A connecting device for a screw rebar according to a first embodiment of the present invention will be described below with reference to FIG.
The coupling device has a joint 10. The joint 10 has a long nut shape (cylindrical shape) with a hexagonal cross section in outer shape, and has a screw hole 11 for screwing the screw reinforcing bar 1 on an inner periphery. In the peripheral wall of the joint 10, a circular driving hole 12 penetrating the peripheral wall is formed at the center in the axial direction. The driving hole 12 is formed in one of the six flat surfaces 10a on the outer peripheral surface of the joint 10, and has a diameter smaller than the circumferential width of the flat surface 10a. The distance D from the periphery of the driving hole 12 to both ends 10b of the joint 10 is equal. This distance D corresponds to the minimum required screwing depth of the screw reinforcing bar 1.

【0009】本実施形態の連結装置は、さらに、楔部材
20と、ゴム製のOリング30(弾性のシールリング)
とを装備している。楔部材20は、先細をなし、外周面
が円錐面をなしている。楔部材20には、その軸方向に
貫通する注入孔21が形成されている。楔部材20の基
端には円形のフランジ22が形成されている。このフラ
ンジ22の径は、上記打込孔12の径より大きい。
The connecting device of this embodiment further includes a wedge member 20 and a rubber O-ring 30 (elastic seal ring).
And is equipped with. The wedge member 20 has a tapered shape, and the outer peripheral surface has a conical surface. The wedge member 20 has an injection hole 21 penetrating in the axial direction. A circular flange 22 is formed at the base end of the wedge member 20. The diameter of the flange 22 is larger than the diameter of the driving hole 12.

【0010】上記構成において、一対のねじ鉄筋1を連
結する場合には、まず、一方のねじ鉄筋1に継手10を
全長にわたって螺合させた状態で他方のねじ鉄筋1を同
一直線上に配置するとともに、ねじ鉄筋1同士を近接さ
せる。この状態で、継手10を回して、その一部を上記
他方のねじ鉄筋1に螺合させる。なお、一方のねじ鉄筋
1に継手10を一部螺合させた状態で、他方のねじ鉄筋
1を回して継手10に螺合させてもよい。
In the above configuration, when connecting a pair of threaded reinforcing bars 1, first, the joint 10 is screwed to one threaded reinforcing bar 1 over the entire length, and the other threaded reinforcing bar 1 is arranged on the same straight line. At the same time, the screw rebars 1 are brought close to each other. In this state, the joint 10 is turned and a part thereof is screwed to the other threaded reinforcing bar 1. Note that the joint 10 may be screwed to the joint 10 by turning the other screw reinforcing bar 1 in a state where the joint 10 is partially screwed to the one screw reinforcing bar 1.

【0011】図1(A)に示すように、一対のねじ鉄筋
1を継手10に螺合した後、継手10の打込孔12から
覗いて、両方のねじ鉄筋1の先端が見えるかどうかを確
認する。見えれば、両方のねじ鉄筋1が必要な螺合深さ
Dを確保した状態で、継手10に螺合されていることに
なる。本実施形態では、後述する楔部材20の打ち込み
の効果を得るために、ねじ鉄筋1の先端は打込孔12の
周縁から突出している必要がある。両ねじ鉄筋1の先端
の突出量Lは、所定量または所定範囲とし、ほぼ等しく
するのが好ましい。所定の突出量Lを得るために、継手
10を回したりねじ鉄筋1を回して螺合深さを調節す
る。
As shown in FIG. 1 (A), after screwing a pair of threaded reinforcing bars 1 to a joint 10, it is determined whether or not the tips of both threaded reinforcing bars 1 can be seen through a driving hole 12 of the joint 10. Confirm. If it can be seen, both screw rebars 1 are screwed to the joint 10 with the required screwing depth D secured. In the present embodiment, in order to obtain the effect of driving the wedge member 20 described later, the tip of the screw reinforcing bar 1 needs to protrude from the periphery of the driving hole 12. It is preferable that the protrusion amount L of the distal end of the double-threaded reinforcing bar 1 be a predetermined amount or a predetermined range and be substantially equal. In order to obtain the predetermined protrusion amount L, the joint 10 is turned or the threaded rebar 1 is turned to adjust the screwing depth.

【0012】上記のようにねじ鉄筋1の突出量Lを確認
した後で、図1(B)に示すように、継手10の打込孔
12から、両ねじ鉄筋1の先端間に楔部材20をハンマ
ー等で叩いて打ち込む。すると、両ねじ鉄筋1は、互い
に離れる方向に押され、そのねじ山2の外側の面(右側
のねじ鉄筋1であれば右側の面であり、左側のねじ鉄筋
1であれば左側の面)が、継手20のねじ穴21の内周
面に強く当たる。これにより、継手20とねじ鉄筋1の
連結強度を高めることができる。
After confirming the protrusion amount L of the threaded reinforcing bar 1 as described above, as shown in FIG. And hit it with a hammer or the like. Then, the two screw rebars 1 are pushed in a direction away from each other, and the outer surface of the thread 2 (the right surface for the right screw 1 and the left surface for the left screw 1). But, it strongly hits the inner peripheral surface of the screw hole 21 of the joint 20. Thereby, the connection strength between the joint 20 and the screw reinforcing bar 1 can be increased.

【0013】上記楔部材20の打ち込みに際して、その
フランジ21と、継手10の平坦面10aとの間には、
Oリング30が介在されており、このOリング30の弾
性変形により、両者の間がシールされる。
When the wedge member 20 is driven, there is a gap between the flange 21 and the flat surface 10a of the joint 10.
The O-ring 30 is interposed, and the space between the two is sealed by the elastic deformation of the O-ring 30.

【0014】次いで、楔部材20の注入孔22にグラウ
ト注入治具(図示しない)のノズル先端をあてがい、こ
の注入孔22を介して、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(図示しない)を注
入する。このグラウト材は、注入孔22の先端から吐出
された後、両ねじ鉄筋1の先端面間の空間を満たし、さ
らにねじ鉄筋1の外周面と継手10のねじ穴11の内周
面との間の隙間に行き渡る。このグラウト材の硬化によ
り、上記楔効果と相俟って、ねじ鉄筋1と継手10との
連結強度を非常に高いものとすることができる。なお、
楔部材20の基端部と打込孔12の周縁との間には、隙
間が形成されているが、楔部材20のフランジ21と継
手10の平坦面10aとの間がOリング30でシールさ
れているので、ここからグラウト材が漏れるのを防止で
きる。
Next, the tip of a nozzle of a grout injection jig (not shown) is applied to the injection hole 22 of the wedge member 20, and a grout material (not shown) such as cement milk or filler-filled epoxy resin is applied through the injection hole 22. Inject). After the grout material is discharged from the tip of the injection hole 22, the grout material fills the space between the tip surfaces of the two screw rebars 1, and further, the gap between the outer peripheral surface of the screw rebar 1 and the inner peripheral surface of the screw hole 11 of the joint 10. All over the gap. Due to the hardening of the grout material, the connection strength between the threaded reinforcing bar 1 and the joint 10 can be made extremely high in combination with the wedge effect. In addition,
Although a gap is formed between the base end of the wedge member 20 and the peripheral edge of the driving hole 12, a gap between the flange 21 of the wedge member 20 and the flat surface 10a of the joint 10 is sealed by an O-ring 30. The grout material can be prevented from leaking from here.

【0015】本実施形態では、楔部材20にグラウト注
入孔21を形成しているため、グラウト注入孔21が継
手10の断面積すなわち継手10の強度に影響を与える
ことはない。
In the present embodiment, since the grout injection hole 21 is formed in the wedge member 20, the grout injection hole 21 does not affect the sectional area of the joint 10, that is, the strength of the joint 10.

【0016】次に、本発明の第2の実施形態について図
2を参照して説明する。なお、第2の実施形態におい
て、第1の実施形態に対応する構成部には、同番号を付
してその詳細な説明を省略する。本実施形態では、上記
打込孔12を囲むようにして、これより大径の円形の凹
部13が形成されている。この凹部13の径は、楔部材
20のフランジ22の径とほぼ一致する。
Next, a second embodiment of the present invention will be described with reference to FIG. In the second embodiment, the same reference numerals are given to components corresponding to the first embodiment, and detailed description thereof will be omitted. In the present embodiment, a circular recess 13 having a larger diameter is formed so as to surround the driving hole 12. The diameter of the recess 13 substantially matches the diameter of the flange 22 of the wedge member 20.

【0017】第2の実施形態では、最初に楔部材20を
継手10の打込孔12に挿入し、フランジ22を、継手
10の凹部13に浅く入り込ませておく。この状態で、
両ねじ鉄筋1を、その先端が楔部材20の外周面に当た
るように、継手10に螺合させる。これにより、両ねじ
鉄筋1は打込孔12の周縁から突出した状態となる。次
に、楔部材20を打ち込んで、そのフランジ22を凹部
13に深く収容させる。この後で、前述と同様にしてグ
ラウト材を充填する。この際、フランジ22の外周面と
凹部13の内周面との間、フランジ22と凹部13の平
坦な底面との間の少なくとも一方には、隙間がほとんど
形成されないので、グラウト材の漏れを防止できる。
In the second embodiment, first, the wedge member 20 is inserted into the driving hole 12 of the joint 10, and the flange 22 is shallowly inserted into the recess 13 of the joint 10. In this state,
The two screw rebars 1 are screwed into the joint 10 such that the tips thereof contact the outer peripheral surface of the wedge member 20. As a result, the two screw rebars 1 project from the periphery of the driving hole 12. Next, the wedge member 20 is driven in so that the flange 22 is deeply housed in the recess 13. Thereafter, the grout material is filled in the same manner as described above. At this time, almost no gap is formed between the outer peripheral surface of the flange 22 and the inner peripheral surface of the concave portion 13 and at least one between the flange 22 and the flat bottom surface of the concave portion 13, so that leakage of the grout material is prevented. it can.

【0018】次に、本発明の第3の実施形態について図
3を参照して説明する。なお、第3の実施形態におい
て、第1の実施形態に対応する構成部には、同番号を付
してその詳細な説明を省略する。この実施形態では、グ
ラウト注入孔15が、楔部材20ではなく、継手10に
形成されている。楔部材20が叩かれても、注入孔15
は変形せず、グラウト注入を円滑に行うことができる。
Next, a third embodiment of the present invention will be described with reference to FIG. In the third embodiment, components corresponding to those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. In this embodiment, the grout injection hole 15 is formed not in the wedge member 20 but in the joint 10. Even if the wedge member 20 is hit, the injection hole 15
Does not deform and grout can be smoothly injected.

【0019】本発明は上記実施形態に制約されず、種々
の態様が可能である。例えば、第1の実施形態におい
て、Oリングを省いてもよい。この場合、ねじ鉄筋の先
端の打込孔周縁からの突出量を所定量にすれば、楔部材
の打ち込み終了時点で、楔部材のフランジが継手の平坦
面に接するため、グラウト材の漏れは殆ど無くすことが
できる。また、Oリングを用いる場合、継手の外面は円
筒面であってもよい。楔部材のフランジと継手の外面と
の間の隙間の相違は、Oリングの弾性変形量の相違によ
って吸収できるからである。第2の実施形態で、凹部底
面とフランジとの間にOリングを介在させてもよい。ま
た、第2の実施形態で、継手の外面を円筒面にしてもよ
い。楔部材のフランジと継手の外面との間には環状の隙
間が形成されていてもよい。この場合、グラウト注入の
際には、隙間を着脱可能な環状のシール部材で塞ぐよう
にすればよい。また、フランジは無くてもよい。この場
合には、グラウト注入の際に、楔部材と打込孔の周縁と
の間の隙間を環状のシール部材で塞ぐ。
The present invention is not limited to the above embodiment, and various modes are possible. For example, in the first embodiment, the O-ring may be omitted. In this case, if the amount of protrusion of the distal end of the screw reinforcing bar from the periphery of the driving hole is set to a predetermined amount, the leakage of the grout material is almost impossible because the flange of the wedge member comes into contact with the flat surface of the joint at the end of driving of the wedge member. Can be eliminated. When an O-ring is used, the outer surface of the joint may be a cylindrical surface. This is because the difference in the gap between the flange of the wedge member and the outer surface of the joint can be absorbed by the difference in the amount of elastic deformation of the O-ring. In the second embodiment, an O-ring may be interposed between the bottom surface of the concave portion and the flange. Further, in the second embodiment, the outer surface of the joint may be a cylindrical surface. An annular gap may be formed between the flange of the wedge member and the outer surface of the joint. In this case, at the time of grout injection, the gap may be closed with a removable annular seal member. Further, the flange may not be provided. In this case, at the time of grouting, the gap between the wedge member and the peripheral edge of the driving hole is closed by an annular seal member.

【0020】[0020]

【発明の効果】以上説明したように、請求項1の発明に
よれば、楔部材の打ち込みとグラウト注入により、大型
の治具を用いず簡単な作業で、ねじ鉄筋同士を継手を介
して強固に連結することができる。また、楔部材にグラ
ウト注入孔を形成したので、継手の断面積を減少させず
に済み、その強度を維持することができる。請求項2の
発明によれば、楔部材の打ち込みとグラウト注入によ
り、大型の治具を用いず簡単な作用で、ねじ鉄筋同士を
継手を介して強固に連結することができる。また、継手
にグラウト注入孔を形成したので、楔部材の打ち込みの
際に、この注入孔の断面の変形が生じるおそれはなく、
グラウト材の円滑な注入を確保することができる。請求
項3の発明によれば、楔部材に設けたフランジを利用し
て、楔部材と継手との間のシールを行うことができ、注
入されたグラウト材がこの間から漏れることはなく、ね
じ鉄筋の外周面と継手の内周面との間の隙間に確実に行
き渡らせることができる。請求項4の発明によれば、弾
性のシールリングを利用して楔部材のフランジと継手と
の間を簡単かつ確実にシールすることができる。請求項
5の発明によれば、フランジと凹部を利用して、楔部材
と継手との間のシールを行うことができ、注入されたグ
ラウト材がこの間から漏れることはなく、ねじ鉄筋の外
周面と継手の内周面との間の隙間に確実に行き渡らせる
ことができる。請求項6の発明によれば、継手の平坦な
外面に打込孔を形成したので、楔部材と継手のフランジ
との間のシールがし易い。
As described above, according to the first aspect of the present invention, by screwing in the wedge member and grouting, the screw rebars can be firmly connected via the joint by a simple operation without using a large jig. Can be connected. Further, since the grout injection hole is formed in the wedge member, the cross-sectional area of the joint does not need to be reduced, and the strength can be maintained. According to the invention of claim 2, by driving the wedge member and grouting, the screw rebars can be firmly connected via the joint by a simple operation without using a large jig. Further, since the grout injection hole is formed in the joint, there is no possibility that the cross section of the injection hole is deformed when the wedge member is driven.
The smooth injection of the grout material can be ensured. According to the invention of claim 3, sealing between the wedge member and the joint can be performed by using the flange provided on the wedge member, and the injected grout material does not leak from between the wedge member and the screw reinforcing bar. Can be reliably spread over the gap between the outer peripheral surface of the joint and the inner peripheral surface of the joint. According to the fourth aspect of the present invention, the seal between the flange of the wedge member and the joint can be easily and reliably sealed using the elastic seal ring. According to the fifth aspect of the present invention, the seal between the wedge member and the joint can be performed using the flange and the concave portion, and the injected grout material does not leak from between the wedge member and the joint. And the inner peripheral surface of the joint. According to the invention of claim 6, since the driving hole is formed in the flat outer surface of the joint, the seal between the wedge member and the flange of the joint is easily performed.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の第1の実施形態をなすねじ鉄筋用連結
装置の縦断面図であり、(A)はねじ鉄筋の螺合作業終
了時点、(B)は楔部材打ち込み終了時点をそれぞれ示
す。
1A and 1B are longitudinal sectional views of a threaded bar connecting device according to a first embodiment of the present invention, in which FIG. 1A shows a point in time when screwing of a threaded bar is completed, and FIG. Shown respectively.

【図2】本発明の第2の実施形態をなすねじ鉄筋用連結
装置の縦断面図であり、(A)はねじ鉄筋の螺合作業終
了時点、(B)は楔部材打ち込み終了時点をそれぞれ示
す。
FIGS. 2A and 2B are longitudinal sectional views of a threaded bar connecting device according to a second embodiment of the present invention, in which FIG. Shown respectively.

【図3】本発明の第3の実施形態をなすねじ鉄筋用連結
装置を示す図1(B)相当図である。
FIG. 3 is a view corresponding to FIG. 1 (B), showing a connecting device for a screw reinforcing bar according to a third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 ねじ鉄筋 10 継手 10a 平坦面 11 ねじ穴 12 打込孔 13 凹部 15 注入孔 20 楔部材 21 注入孔 22 フランジ 30 Oリング(弾性のシールリング) DESCRIPTION OF SYMBOLS 1 Screw reinforcing bar 10 Joint 10a Flat surface 11 Screw hole 12 Driving hole 13 Depression 15 Injection hole 20 Wedge member 21 Injection hole 22 Flange 30 O-ring (elastic seal ring)

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】ねじ穴を有する継手に一対のねじ鉄筋の端
部を螺合させることにより、ねじ鉄筋同士を連結する装
置において、 さらに、楔部材を備えており、上記継手の周壁には、そ
の軸方向のほぼ中央において、打込孔が形成され、この
打込孔を介して螺合状態の両ねじ鉄筋の先端間に上記楔
部材が打ち込まれ、しかも、この楔部材には、グラウト
材を注入するための注入孔が形成されていることを特徴
とするねじ鉄筋用連結装置。
An apparatus for connecting threaded rebars by screwing ends of a pair of threaded rebars to a joint having a threaded hole, further comprising a wedge member, wherein a peripheral wall of the joint has At approximately the center in the axial direction, a driving hole is formed, and the wedge member is driven between the distal ends of the screw threads in the screwed state through the driving hole. A coupling device for a screw reinforcing bar, characterized in that an injection hole for injecting the steel is formed.
【請求項2】ねじ穴を有する継手に一対のねじ鉄筋の端
部を螺合させることにより、ねじ鉄筋同士を連結する装
置において、 さらに、楔部材を備えており、上記継手の周壁には、そ
の軸方向のほぼ中央において、打込孔が形成され、この
打込孔を介して螺合状態の両ねじ鉄筋の先端間に上記楔
部材が打ち込まれ、しかも、上記継手の周壁には、その
軸方向のほぼ中央であって上記打込孔に対して周方向に
離れた位置に、グラウト材を注入するための注入孔が形
成されていることを特徴とするねじ鉄筋用連結装置。
2. An apparatus for connecting threaded rebars by screwing ends of a pair of threaded rebars to a joint having a threaded hole, further comprising a wedge member, wherein a peripheral wall of the joint has At approximately the center in the axial direction, a driving hole is formed, and the wedge member is driven between the distal ends of the threaded rebars in the screwed state through the driving hole. An injection hole for injecting a grout material is formed at a position substantially at the center in the axial direction and separated from the driving hole in the circumferential direction.
【請求項3】上記楔部材の基端部には、上記打込孔より
大きいフランジが形成されていることを特徴とする請求
項1または2に記載のねじ鉄筋用連結装置。
3. The connecting device for a screw reinforcing bar according to claim 1, wherein a flange larger than the driving hole is formed at a base end of the wedge member.
【請求項4】上記フランジと継手の外面との間には、環
状をなす弾性のシールリングが介在されることを特徴と
する請求項3に記載のねじ鉄筋用連結装置。
4. The coupling device for a screw bar according to claim 3, wherein an annular elastic seal ring is interposed between the flange and the outer surface of the joint.
【請求項5】上記継手の外面には、上記打込孔を囲むよ
うにして、この打込孔より大きい凹部が形成され、この
凹部に上記継手のフランジが収容されることを特徴とす
る請求項3に記載のねじ鉄筋用連結装置。
5. The coupling according to claim 3, wherein a recess larger than the driving hole is formed on the outer surface of the joint so as to surround the driving hole, and the flange of the coupling is accommodated in the depression. 4. The connecting device for a screw reinforcing bar according to claim 1.
【請求項6】上記継手の中央部の断面外郭が多角形状を
なし、この継手の外面の1つの平坦面に上記打込孔が形
成されていることを特徴とする請求項3〜5のいずれか
に記載のねじ鉄筋用連結装置。
6. The joint according to claim 3, wherein the outer periphery of the cross section at the center of the joint has a polygonal shape, and the driving hole is formed in one flat surface of the outer surface of the joint. A connecting device for a screw reinforcing bar according to any one of the above.
JP14476697A 1997-05-19 1997-05-19 Connecting device for screw reinforcement Pending JPH10317585A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14476697A JPH10317585A (en) 1997-05-19 1997-05-19 Connecting device for screw reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14476697A JPH10317585A (en) 1997-05-19 1997-05-19 Connecting device for screw reinforcement

Publications (1)

Publication Number Publication Date
JPH10317585A true JPH10317585A (en) 1998-12-02

Family

ID=15369922

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14476697A Pending JPH10317585A (en) 1997-05-19 1997-05-19 Connecting device for screw reinforcement

Country Status (1)

Country Link
JP (1) JPH10317585A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101147543B1 (en) * 2011-07-15 2012-05-17 김찬수 Steel bar coupler and method for splicing steel bar using thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101147543B1 (en) * 2011-07-15 2012-05-17 김찬수 Steel bar coupler and method for splicing steel bar using thereof

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