[go: up one dir, main page]

JPS594092Y2 - Rebar joint fittings - Google Patents

Rebar joint fittings

Info

Publication number
JPS594092Y2
JPS594092Y2 JP3500279U JP3500279U JPS594092Y2 JP S594092 Y2 JPS594092 Y2 JP S594092Y2 JP 3500279 U JP3500279 U JP 3500279U JP 3500279 U JP3500279 U JP 3500279U JP S594092 Y2 JPS594092 Y2 JP S594092Y2
Authority
JP
Japan
Prior art keywords
strip
reinforcing bars
strips
reinforcing bar
reinforcing
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
JP3500279U
Other languages
Japanese (ja)
Other versions
JPS55135724U (en
Inventor
「さち」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 JP3500279U priority Critical patent/JPS594092Y2/en
Publication of JPS55135724U publication Critical patent/JPS55135724U/ja
Application granted granted Critical
Publication of JPS594092Y2 publication Critical patent/JPS594092Y2/en
Expired legal-status Critical Current

Links

Landscapes

  • 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、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 tension 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じる場合、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がある
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、条片の中央部が双方の鉄筋とな
じみに<<、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がらであり、
その結果、鉄筋に大きな引張力が作用すると鉄筋が複数
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 the ends have the greatest flexibility in flexural deformation, and as a result, the center of the strip is able to fit in with both reinforcing bars, and there is a strong bond between the center of the strip and both reinforcing bars. However, reliable tightening cannot be achieved due to insufficient contact or a gap between the center of the strip and the reinforcing bar.
As a result, when a large tensile force is applied to the reinforcing bars, the reinforcing bars are easily pulled out from between the plurality of strips.

したがって、本考案目的は、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の変形性に富む
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 according to the present invention is characterized in that the strip is configured such that the strip increases gradually from the center toward both ends, so that the strip has the greatest deformability in 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. is securely tightened to 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0 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。
The features of the present invention will become clearer from the following description of the illustrated embodiment. The reinforcing bar joint fitting 10 according to the present invention is suitable for use in concrete construction, as shown in FIGS. 1 and 2. It is placed at the joint of a pair of reinforcing bars 12 made of round steel that are arranged as reinforcing materials for a structure and whose ends 11 are butted against each other.

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とから戒る。
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は金属材料から成り、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 and has a generally arcuate cross-sectional shape.

条片16の内周面20は、鉄筋12の外周面12 aと
ほぼ同一の曲率を有する。
The inner circumferential surface 20 of the strip 16 has approximately the same curvature as the outer circumferential surface 12 a of the reinforcing bar 12 .

条片16の内周面20には、第2図に示すように、その
周方向に凹凸22が設けられている。
As shown in FIG. 2, the inner peripheral surface 20 of the strip 16 is provided with irregularities 22 in the circumferential direction.

凹凸22はほぼ方形の断面形状(例えば高さ1 mm、
幅2,5mm)を有し、互いに間隔(例えば2.5mm
)をおいて配列されている。
The unevenness 22 has a substantially rectangular cross-sectional shape (for example, a height of 1 mm,
width 2.5 mm) and spaced apart from each other (e.g. 2.5 mm
) are arranged.

前記形状の凹凸22に代えて、これを、円弧状の断面形
状を有する凹凸または三角形の断面形状を有する凹凸と
し、連続のまたは不連続のスパイラル状にあるいは鋸歯
状に配列してもよい。
Instead of the unevenness 22 having the shape described above, the unevenness may have an arcuate cross-sectional shape or a triangular cross-sectional shape, and may be arranged in a continuous or discontinuous spiral shape or in a sawtooth shape.

条片16はその中央部26から両端部28に向けて肉厚
が漸増して構成されている。
The strip 16 has a wall thickness that gradually increases from a central portion 26 toward both ends 28.

条片16をこのように構成することにより、両端部28
から中央部26へ移行するに従って撓み変形し易くなり
、鉄筋12の端部11またはその近傍に位置する中央部
26が最も撓み変形し易い。
By configuring the strip 16 in this way, both ends 28
As the reinforcing bar 12 moves from the center part 26 to the center part 26, it becomes easier to bend and deform, and the center part 26 located at or near the end 11 of the reinforcing bar 12 is most likely to bend and deform.

リング状部材18は金属材料から威り、第2図に示すよ
うに、その内周面30が、内側(図上において鉄筋の端
部側)の一端32から他端34に向けて径寸法が漸増し
ており、鉄筋12の軸線方向におけるノング状部材18
の内周面30の傾斜角度は条片16の外周面24の傾斜
角度とほぼ等しい。
The ring-shaped member 18 is made of a metal material, and as shown in FIG. The length of the nongangular member 18 in the axial direction of the reinforcing bar 12 increases gradually.
The angle of inclination of the inner peripheral surface 30 of the strip 16 is approximately equal to the angle of inclination of the outer peripheral surface 24 of the strip 16.

リング状部材18の内周面30の半径は、一端32にお
いて条片16の中央部26における外周面24の曲率半
径より大きく、他端34において状片16の両端部28
の外周面24の曲率半径より小さい。
The radius of the inner circumferential surface 30 of the ring-shaped member 18 is larger at one end 32 than the radius of curvature of the outer circumferential surface 24 at the central portion 26 of the strip 16 and at the other end 34
is smaller than the radius of curvature of the outer peripheral surface 24 of.

鉄筋接合金具10の使用時、複数の条片16を取り巻く
一対のリング状部材18を予め条片16の中央部26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32を条片16の端部28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28へ
向けてさらに移動させる。
When using the reinforcing bar joint fitting 10, a pair of ring-shaped members 18 surrounding the plurality of strips 16 are moved toward the center portion 26 of the strips 16 in advance, and the plurality of strips 16 are placed at the joints of the reinforcing bars 12. They are arranged at intervals in the circumferential direction so as to surround and abut the reinforcing bars, and then, one end 32 of the ring-shaped member 18 is directed toward the end 28 side of the strip 16 (in the direction indicated by the arrow in the figure). The strip 16 is held in the disposed position by, for example, tapping the ring-shaped member 18 with a hammer, and then moved further toward the end 28 of the strip 16 using a jack or the like.

リング状部材18を条片16の端部28側すなわち肉厚
が漸増する方向に移動させる際、撓み変形性に富む薄肉
の中央部26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12
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 28 of the strip 16, that is, in the direction in which the wall thickness gradually increases, the thin central portion 26, which is highly flexible and deformable, 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.
Thus, the pair of reinforcing bars 12 are securely tightened 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
方に抵抗し鉄筋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 be The strong connection between the reinforcing bars 12 is maintained.

また、条片16の鉄筋12に対する締め付けにより、第
2図に示すように、条片16の内周面30の凹凸が鉄筋
12に食い込み、該鉄筋と条片16との間に強固な結合
関係が生じる。
Furthermore, as the strip 16 is tightened against the reinforcing bar 12, as shown in FIG. occurs.

したがって、凹凸を有しない条片による単なる締め付け
と比べ、鉄筋12と条片16との間に一層大きな摩擦抵
抗および食い込みによるせん断抵抗が作用する。
Therefore, greater frictional resistance and shear resistance due to biting act between the reinforcing bars 12 and the strips 16 than when they are simply tightened by strips having no irregularities.

さらに、凹凸22は図示の例に代えて、条片16の内周
面20の全体に亙って設けることができ、あるいは特に
撓み変形し易い前記中央部26およびその近傍にのみ設
けることも好ましい。
Furthermore, instead of the illustrated example, the unevenness 22 can be provided over the entire inner circumferential surface 20 of the strip 16, or it is preferable that the unevenness 22 be provided only in the central portion 26 and its vicinity, which is particularly susceptible to bending deformation. .

これによれば、中央部26は撓み変形性に富むことから
、両端部28と比べて鉄筋12に対する食い込みが大き
く、より大きし弓1き抜き抵抗を得ることができる。
According to this, since the center part 26 has high bending deformability, it bites into the reinforcing bar 12 more than both end parts 28, and can obtain a larger resistance to pulling out the bow 1.

前記リング状部材18の移動量は、条片16の外周面2
4の前記傾斜角度に応じ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 4.
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24およびリング状部材18
の内周面30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 24 of the strip 16 and the ring-shaped member 18
The inner circumferential surface 30 can also 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によ
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確保することができ
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 into the reinforcing bars in its center and can securely tighten both reinforcing bars.
Thereby, it is possible to ensure 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、18:リング状部材、22:凹凸、26:
条片の中央部、28:条片の端部。
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, 18: ring-shaped member, 22: unevenness, 26:
Center part of the strip, 28: end part of the strip.

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複数の条片であって肉厚が中央部か
ら両端部に向けて漸増しかつ前記鉄筋に当接する面に凹
凸が設けられている条片と、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
周囲がら締め付けることができる一対のリング状部材と
から成る鉄筋接合金具。
A plurality of strips that are arranged around and in contact with the reinforcing bars at the joints of the reinforcing bars, the thickness of which increases gradually from the center toward both ends, and the surfaces in contact with the reinforcing bars are provided with unevenness. A reinforcing bar joining metal fitting comprising a strip with a strip attached thereto, and a pair of ring-shaped members that are fitted into the strip and can tighten the strip around the strip by moving toward both ends of the strip.
JP3500279U 1979-03-20 1979-03-20 Rebar joint fittings Expired JPS594092Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3500279U JPS594092Y2 (en) 1979-03-20 1979-03-20 Rebar joint fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3500279U JPS594092Y2 (en) 1979-03-20 1979-03-20 Rebar joint fittings

Publications (2)

Publication Number Publication Date
JPS55135724U JPS55135724U (en) 1980-09-26
JPS594092Y2 true JPS594092Y2 (en) 1984-02-06

Family

ID=28893442

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3500279U Expired JPS594092Y2 (en) 1979-03-20 1979-03-20 Rebar joint fittings

Country Status (1)

Country Link
JP (1) JPS594092Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6014099B2 (en) * 2013-12-10 2016-10-25 大谷製鉄株式会社 Mechanical coupling

Also Published As

Publication number Publication date
JPS55135724U (en) 1980-09-26

Similar Documents

Publication Publication Date Title
CA1298861C (en) Band clamp with improved clamping arrangement
JPS594092Y2 (en) Rebar joint fittings
JP2019157501A (en) Insertion tool for forming sheath connection port and forming method of sheath connection port
JPS5856268Y2 (en) Rebar joint fittings
KR0181251B1 (en) Concrete molding form member connector
KR101247262B1 (en) Steel reinforcement connector
JPH0625756Y2 (en) Pressure resistant tube and pressure resistant laminated tube
JPH10245898A (en) Toroidal joint and clamping jig thereof
JP3539697B2 (en) Segment with hook joint
JPH084949A (en) Clamp for conduit tube
JPH0633304Y2 (en) Electric water heater can body
JPS585122Y2 (en) nail
JPH10231695A (en) One-touch joint and concrete unit using the same
JPH0259251B2 (en)
JPH04213693A (en) Joint construction of hume pipe for propulsion and formwork thereof
JP7635999B2 (en) Steel pipe piles and hybrid piles
JPH082315Y2 (en) Cable protection tube for outer cable
JP2544547B2 (en) Purlin / furring mounting structure
JPS6132024Y2 (en)
JPS6018497Y2 (en) Deformed steel bar joints for concrete reinforcement
JPH0439906Y2 (en)
JP2019064054A (en) Sheath connection port forming inserter, sheath connection port forming method and concrete segment installation method
JPS624090Y2 (en)
JP3033258U (en) Fiber-reinforced synthetic resin pipe joints
KR20230095330A (en) A mechanical coupler of ribbed steel bars using union type coupling