JPS5856268Y2 - Rebar joint fittings - Google Patents

Rebar joint fittings

Info

Publication number
JPS5856268Y2
JPS5856268Y2 JP643979U JP643979U JPS5856268Y2 JP S5856268 Y2 JPS5856268 Y2 JP S5856268Y2 JP 643979 U JP643979 U JP 643979U JP 643979 U JP643979 U JP 643979U JP S5856268 Y2 JPS5856268 Y2 JP S5856268Y2
Authority
JP
Japan
Prior art keywords
strip
reinforcing bars
strips
ring
reinforcing bar
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.)
Expired
Application number
JP643979U
Other languages
Japanese (ja)
Other versions
JPS55108117U (en
Inventor
鯱男 増沢
Original Assignee
株式会社熊谷組
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 株式会社熊谷組 filed Critical 株式会社熊谷組
Priority to JP643979U priority Critical patent/JPS5856268Y2/en
Publication of JPS55108117U publication Critical patent/JPS55108117U/ja
Application granted granted Critical
Publication of JPS5856268Y2 publication Critical patent/JPS5856268Y2/en
Expired legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 本考案は鉄筋接合金具に関する。[Detailed explanation of the idea] The present invention relates to a reinforcing bar joint.

一般に、鉄筋コンクリート造建築物の構築において、鉄
筋の接合部は、鉄筋の一体性を保持すべく引張9曲げ等
の外力に抵抗する強度を備えていることが必要である。
Generally, in the construction of reinforced concrete buildings, joints of reinforcing bars need to have strength to resist external forces such as tensile and bending in order to maintain the integrity of the reinforcing bars.

従来、鉄筋相互の接続のために、鉄筋の接合部を取り巻
く複数の条片と該条片に嵌合される一対のリング状部材
とから成る接合金具が提案されている。
BACKGROUND ART Conventionally, for connecting reinforcing bars to each other, a joining fitting has been proposed that includes a plurality of strips surrounding a joint of reinforcing bars and a pair of ring-shaped members fitted to the strips.

この接合金具によれば、前記条片はその中央部からその
両端部へ向けて肉厚が漸減するように構成されており、
前記リング状部材を前記条片の両端部からその中央部へ
向けて移動させることにより鉄筋が締め付けられて相互
に接合される。
According to this joint fitting, the strip is configured such that the thickness gradually decreases from the center portion to both ends thereof,
By moving the ring-shaped member from both ends of the strip toward its center, the reinforcing bars are tightened and joined together.

ところで、鉄筋や前記条片には、一般に、製作上あるい
は加工上の寸法誤差が伴なう。
By the way, reinforcing bars and strips generally have dimensional errors during manufacturing or processing.

例えば、鉄筋の径寸法に製作上の誤差があって鉄筋相互
を突き合わせたときに段差が生しる場合、条片の中央部
の径寸法に製作上の誤差がある場合等がある。
For example, there may be a manufacturing error in the diameter of the reinforcing bars that causes a step when the reinforcing bars are butted against each other, or there may be a manufacturing error in the diameter of the central portion of the strip.

このような場合、前記接合金具を用いて鉄筋を接合する
と、大きな引き抜き抵抗が得られないという問題か゛あ
る。
In such a case, there is a problem in that when reinforcing bars are joined using the joining fittings, a large pull-out resistance cannot be obtained.

これは、条片の中央部が両端部に比べて肉厚が厚く形成
されているために、鉄筋の端部またはその近傍に位置す
る中央部が最も撓み変形性に乏しく、また逆に鉄筋の端
部から離れて位置する両端部が最も撓み変形性に富むこ
ととなり、これがため、条片の中央部か゛双方の鉄筋に
なじみにくり、条片の中央部と両鉄筋との間に強固な接
触が得られないか、あるいは条片の中央部と鉄筋との間
に隙間が生じて確実な締め付けが得られないからであり
、その結果、鉄筋に大きな引張力が作用すると鉄筋か゛
複数の条片間から容易に抜は出すこととなる。
This is because the central part of the strip is thicker than both ends, so the central part located at or near the end of the reinforcing bar has the least flexibility in deflection, and conversely, the central part of the reinforcing bar has the least bending deformability. The ends located farthest from each other have the greatest flexibility in bending and deformation, and as a result, the central part of the strip conforms to the reinforcing bars on both sides, creating a strong bond between the central part of the strip and both reinforcing bars. This is because contact cannot be obtained or a gap is created between the center of the strip and the reinforcing bar, making it impossible to securely tighten the bar. It can be easily removed from the gap.

したがって、本考案の目的は、鉄筋や前記状片に寸法誤
差があっても大きな引き抜き抵抗を得ることができる接
合金具を提供することにある。
Therefore, an object of the present invention is to provide a joining metal fitting that can obtain a large pullout resistance even if there is a dimensional error in the reinforcing bar or the above-mentioned piece.

本考案に係る鉄筋接合金具は、その条片をその中央部か
ら両端部へ向けて漸増するように構成したことを特徴と
し、これにより条片は中央部が最も撓み変形性に富むこ
ととなり、複数の条片に嵌合される一対のリング状部材
を条片の端部側に移動するとき、鉄筋の端部近傍におい
て条片が鉄筋とよくなじんでこれらと密着することがで
き、鉄筋が条片に確実に締め付けられる。
The reinforcing bar joint fitting according to the present invention is characterized in that the strip is configured so that the strip increases gradually from the center toward both ends, so that the strip has the greatest flexibility in bending and deformation at the center. When moving a pair of ring-shaped members fitted to multiple strips toward the ends of the strips, the strips blend well with the reinforcing bars near the ends of the reinforcing bars and can come into close contact with them, causing the reinforcing bars to Securely tightened onto the strip.

本考案が特徴とするところは、図示の実施例についての
以下の説明により、さらに明らかとなろつ。
The features of the invention will become more apparent from the following description of the illustrated embodiment.

本考案に係る鉄筋接合金具10は、第1図および第2図
に示すように、コンクリート造構造物の補強材として配
筋されかつその端部11が突き合わされた一対の丸鋼か
ら成る鉄筋12の接合部に配置される。
As shown in FIGS. 1 and 2, the reinforcing bar joint fitting 10 according to the present invention comprises a pair of reinforcing bars 12 arranged as reinforcing materials for a concrete structure and made of a pair of round steel whose ends 11 are butted against each other. placed at the junction of the

鉄筋接合金具10は、鉄筋12の接合部を取り巻いてか
つこれに当接して配置される複数の条片16と、該条片
に嵌合される一対のリング状部材18とから成る。
The reinforcing bar joint fitting 10 is made up of a plurality of strips 16 arranged around and in contact with the joint portion of the reinforcing bars 12, and a pair of ring-shaped members 18 fitted to the strips.

各条片16はその中央部16 aから両端部16bへ向
けて肉厚が漸増して形成された金属材料がら成り、その
内周面20の曲率か゛鉄筋12の外周面12aの曲率と
ほぼ等しく、全体に円弧状の横断面形状を有する。
Each strip 16 is made of a metal material whose wall thickness gradually increases from its center portion 16a toward both ends 16b, and the curvature of its inner circumferential surface 20 is approximately equal to the curvature of the outer circumferential surface 12a of the reinforcing bar 12. , has an arcuate cross-sectional shape as a whole.

条片16をこのように構成することにより、両端部16
bから中央部16aへ移行するに従って撓み易くなり、
鉄筋12の端部11またはその近傍に位置する中央部1
6 aが最も撓み変形し易い。
By configuring the strip 16 in this way, both ends 16
It becomes easier to bend as it moves from b to the center part 16a,
Central part 1 located at or near the end 11 of the reinforcing bar 12
6a is the most easily deformed.

ノング状部材18は金属材料から成り、第2図に示すよ
うに、その内周面24が、内側(図上において鉄筋の端
部側)の一端18 aから他端18 bに向かって径寸
法が漸増しており、鉄筋12の軸線方向におけるリング
状部材18の内周面24の傾斜角度は条片16の外周面
22の傾斜角度とほぼ等しい。
The nongangular member 18 is made of a metallic material, and as shown in FIG. gradually increases, and the inclination angle of the inner circumferential surface 24 of the ring-shaped member 18 in the axial direction of the reinforcing bar 12 is approximately equal to the inclination angle of the outer circumferential surface 22 of the strip 16.

リング状部材18の内周面24の曲率半径は、一端18
aにおいて、条片16の中央部16 aにおける外周面
22の曲率半径より大きく、他端18bにおいて状片1
6の両端部16bの外周面22の曲率半径より小さい。
The radius of curvature of the inner peripheral surface 24 of the ring-shaped member 18 is
a, the radius of curvature of the outer circumferential surface 22 at the central portion 16a of the strip 16 is greater than the radius of curvature of the strip 16 at the other end 18b.
The radius of curvature is smaller than the radius of curvature of the outer circumferential surface 22 of both ends 16b of 6.

鉄筋接合金具10の使用時、一対のリング状部材18を
予め条片16の中央部16 a側に寄せておいて、複数
の条片16を鉄筋12の接合部において該鉄筋を取り巻
きかつこれに当接するように周方向に間隔をおいて配置
し、次いで、リング状部材18の一端18 aを条片1
6の端部16 b側(図中矢印で示す方向)に向けて、
例えばハンマーで軽くたたいてリング状部材18を移動
させることにより条片16を前記配置位置に保持し、さ
らにジヤツキ等を用いて条片16の端部16 b側へさ
らに移動させる。
When using the reinforcing bar joint fitting 10, the pair of ring-shaped members 18 are moved toward the center portion 16a of the strip 16 in advance, and a plurality of strips 16 are placed around and around the reinforcing bar at the joint of the reinforcing bar 12. The ring-shaped member 18 is arranged at intervals in the circumferential direction so as to be in contact with each other, and then one end 18a of the ring-shaped member 18 is attached to the strip 1.
6 towards the end 16 b side (direction shown by the arrow in the figure),
For example, the strip 16 is held at the disposed position by moving the ring-shaped member 18 by tapping lightly with a hammer, and further moved toward the end 16b of the strip 16 using a jack or the like.

リング状部材18を条片16の端部16b側すなわち肉
厚が漸増する方向に移動させる際、変形性に富む薄肉の
中央部16 aが鉄筋の端部11近傍においてこれとよ
くなじんだ状態で鉄筋12に密着し、条片16が鉄筋1
2に対してより強固に接触し、こうして一対の鉄筋12
は条片16に確実に締め付けられる。
When the ring-shaped member 18 is moved toward the end 16b of the strip 16, that is, in the direction in which the wall thickness gradually increases, the highly deformable thin center portion 16a is in a state where it fits well with the end 11 of the reinforcing bar. The strip 16 is in close contact with the reinforcing bar 12.
2, and thus the pair of reinforcing bars 12
is securely fastened to the strip 16.

従って、鉄筋12あるいは条片16に多少の寸法誤差が
あっても、鉄筋12に引張力のような外力が加わる場合
、鉄筋12と条片16との間に作用する摩擦力が前記外
力に抵抗し鉄筋12相互の強固な接合が維持される。
Therefore, even if there is some dimensional error in the reinforcing bars 12 or the strips 16, when an external force such as a tensile force is applied to the reinforcing bars 12, the frictional force acting between the reinforcing bars 12 and the strips 16 will resist the external force. A strong connection between the reinforcing bars 12 is maintained.

前記リング状部材18の移動量は、条片16の外周面2
2の前記傾斜角度に応して適宜に選択されるが、鉄筋1
2への締付力の付与をより確実にするためにリング状部
材18をこれが降伏するまで条片16上を移動させるこ
とが望ましい。
The amount of movement of the ring-shaped member 18 is determined by the amount of movement of the ring-shaped member 18.
The reinforcing bar 1 is selected as appropriate depending on the inclination angle of 2.
In order to more reliably apply the clamping force to 2, it is desirable to move the ring-shaped member 18 over the strip 16 until it yields.

前記した例は、本考案の接合金具10を丸鋼の接合に適
用した場合に係るが、同様に異形棒鋼の接合にも適用で
きる。
The above-mentioned example relates to a case where the joining fitting 10 of the present invention is applied to joining round steel, but it can be similarly applied to joining deformed steel bars.

さらに、条片16の外周面22およびリング状部材18
の内周面24は図示の例に代えて平面で規定することも
できる。
Furthermore, the outer peripheral surface 22 of the strip 16 and the ring-shaped member 18
The inner circumferential surface 24 may be defined as a plane instead of the illustrated example.

本考案に係る鉄筋接合金具によれば、条片の肉厚がその
中央部からその両端部へ向けて漸増していることから、
接合される一対の鉄筋の端部の周囲またはその近傍には
最も撓み変形し易い薄肉の中央部が位置することとなる
According to the reinforcing bar joint according to the present invention, since the thickness of the strip gradually increases from the center to both ends,
The thin central portion, which is most easily deformed, is located around or near the ends of the pair of reinforcing bars to be joined.

したがって、一対の鉄筋の径寸法に製作上の誤差があっ
たり、鉄筋の端部に鉄筋の切り揃えによる僅かな変形が
あったり、あるいは条片の中央部において製作上の寸法
誤差等があっても、条片はその中央部において鉄筋とよ
くなじみ、双方の鉄筋を確実に締めつけることができ、
これにより、大きな引き抜き抵抗を得ることができる。
Therefore, there may be manufacturing errors in the diameter dimensions of a pair of reinforcing bars, slight deformation at the ends of the reinforcing bars due to trimming of the reinforcing bars, or manufacturing errors in the center of the strip. However, the strip fits well with the reinforcing bars in its center, and both reinforcing bars can be tightened securely.
Thereby, it is possible to obtain a large pull-out resistance.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案に係る鉄筋接合金具の斜視図、第2図は
鉄筋接合金具の部分縦断面図である。 10:鉄筋接合金具、11:鉄筋の端部、12:鉄筋、
16:条片、16a:条片の中央部、16b:条片の端
部、18:リング状部材。
FIG. 1 is a perspective view of a reinforcing bar joint according to the present invention, and FIG. 2 is a partial vertical sectional view of the reinforcing bar joining fitting. 10: Rebar joint fitting, 11: End of rebar, 12: Rebar,
16: Strip, 16a: Center portion of strip, 16b: End portion of strip, 18: Ring-shaped member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鉄筋の接合部において該鉄筋を取り巻きかつ前記鉄筋に
当接して配置される、肉厚が中央部から両端部に向けて
漸増する複数の条片と、該条片に嵌合されかつ前記状片
の両端部へ向けて移動させることにより前記状片を周囲
から締め付けることができる一対のリング状部材とから
戊る鉄筋接合金具。
A plurality of strips, the thickness of which gradually increases from the center to both ends, are arranged surrounding the reinforcing bars and in contact with the reinforcing bars at the joints of the reinforcing bars, and the strips are fitted into the strips and have the shape described above. and a pair of ring-shaped members that can tighten the shaped piece from the periphery by moving it toward both ends of the reinforcing bar joint.
JP643979U 1979-01-24 1979-01-24 Rebar joint fittings Expired JPS5856268Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP643979U JPS5856268Y2 (en) 1979-01-24 1979-01-24 Rebar joint fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP643979U JPS5856268Y2 (en) 1979-01-24 1979-01-24 Rebar joint fittings

Publications (2)

Publication Number Publication Date
JPS55108117U JPS55108117U (en) 1980-07-29
JPS5856268Y2 true JPS5856268Y2 (en) 1983-12-24

Family

ID=28813221

Family Applications (1)

Application Number Title Priority Date Filing Date
JP643979U Expired JPS5856268Y2 (en) 1979-01-24 1979-01-24 Rebar joint fittings

Country Status (1)

Country Link
JP (1) JPS5856268Y2 (en)

Also Published As

Publication number Publication date
JPS55108117U (en) 1980-07-29

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