JPH0444049B2 - - Google Patents

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Publication number
JPH0444049B2
JPH0444049B2 JP3580190A JP3580190A JPH0444049B2 JP H0444049 B2 JPH0444049 B2 JP H0444049B2 JP 3580190 A JP3580190 A JP 3580190A JP 3580190 A JP3580190 A JP 3580190A JP H0444049 B2 JPH0444049 B2 JP H0444049B2
Authority
JP
Japan
Prior art keywords
reinforcing bar
reinforcing
bar joint
reinforcing bars
joint
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
JP3580190A
Other languages
Japanese (ja)
Other versions
JPH0376959A (en
Inventor
Hirotsugu Hashimoto
Yasutami Igarashi
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.)
CHUO BUILD IND
Original Assignee
CHUO BUILD IND
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 CHUO BUILD IND filed Critical CHUO BUILD IND
Priority to JP3580190A priority Critical patent/JPH0376959A/en
Publication of JPH0376959A publication Critical patent/JPH0376959A/en
Publication of JPH0444049B2 publication Critical patent/JPH0444049B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、コンクリート構造物に使用する鉄
筋の鉄筋継手に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) This invention relates to a reinforcing bar joint for reinforcing bars used in concrete structures.

(従来の技術) 従来の鉄筋継手は結合する鉄筋をスリーブ管、
パイプ等で嵌挿した上でダイス等により鉄筋長手
方向にスリーブ管上からスエージ加工を施すこと
で一体に圧着結合することでえられていた。しか
し、このような密閉型の従来例では、鉄筋の一端
側からの連続加工を要し一時に加工することは困
難であり、加工装置自体大がかりなものとなり、
作業現場での迅速な作業は困難となるという課題
を有した。
(Conventional technology) Conventional reinforcing bar joints connect reinforcing bars to sleeve pipes,
This was achieved by inserting a pipe or the like, and then swaging the reinforcing bar from above in the longitudinal direction of the reinforcing bar using a die or the like, thereby crimping and joining them together. However, in such a conventional closed type, continuous processing is required from one end of the reinforcing steel, and it is difficult to process it all at once, and the processing equipment itself is large-scale.
The problem was that it was difficult to work quickly at the work site.

そこで、鉄筋継手材として板状体を用いて鉄筋
に圧着固定することも一応考えられるが、従来の
圧着方法では、鉄板等板状体は端部を有するた
め、その端部は圧着後反発力により鉄筋表面より
剥がれ易くなると考えられ、圧着後にスツトポ溶
接等の溶接を必要とすると考えられ、鉄筋継手は
充分な強度は得られないと一般に考えられていた
ため、実用上試みられることはなかつた。
Therefore, it is possible to consider using a plate-shaped body as a reinforcing bar joint material and crimping and fixing it to the reinforcing steel, but in the conventional crimping method, since plate-shaped bodies such as iron plates have ends, the ends are exposed to the repulsive force after crimping. It was thought that this would make the reinforcing bars more likely to peel off from the surface, and that it would require welding such as stop-point welding after crimping, and it was generally thought that reinforcing bar joints would not have sufficient strength, so they were never attempted in practice.

他の従来例としては、結合する鉄筋をスリーブ
管で嵌挿し鉄筋とスリーブ管との間に楔、ピー
ス、ボルト等の緊締部材を貫通することで一体に
圧着結合することが知られていた。しかしこのよ
うな従来例では、鉄筋と鉄筋継手との圧着は楔等
の緊締部材のみに頼つており圧着力は充分なもの
とはならず、また鉄筋と鉄筋継手との結合に、そ
れ以外の楔等の緊締部材を必要とする課題を有し
た。
As another conventional example, it is known that reinforcing bars to be joined are inserted into a sleeve pipe and a tightening member such as a wedge, a piece, or a bolt is passed between the reinforcing bars and the sleeve pipe, thereby crimping and joining them together. However, in such conventional examples, crimping between reinforcing bars and reinforcing bar joints relies only on tightening members such as wedges, and the crimping force is not sufficient. This had the problem of requiring a tightening member such as a wedge.

更に、他の従来例としては、特開昭55−98559
「背割スリーブを用いた鉄筋継手工法」が知られ
ている。この従来例は、「接続すべき鉄筋の突合
継手箇所に軸方向に背割を有する連結用のスリー
ブを嵌挿し、該スリーブの外周より外力を加えて
前記鉄筋の外壁と前記スリーブの内壁とを圧着す
ることを特徴とした鉄筋の継手工法」からなるも
のである。
Furthermore, as another conventional example, Japanese Patent Application Laid-Open No. 55-98559
``Rebar joint method using split sleeves'' is known. In this conventional example, a connecting sleeve having a back split in the axial direction is inserted into a butt joint of reinforcing bars to be connected, and an external force is applied from the outer periphery of the sleeve to connect the outer wall of the reinforcing bar and the inner wall of the sleeve. This is a reinforcing bar joint method characterized by crimping.

更に実開昭49−118525「鉄筋」も知られている。
同「鉄筋」は、「外周部にリブを形成した互いに
結合すべき一対の鉄筋体と、この鉄筋対の結合端
部間にわたつて嵌着されかつ圧潰することにより
前記鉄筋体を結合する結合筒とよりなる鉄筋。」
からなる。
Furthermore, Utility Model No. 49-118525 ``Rebar'' is also known.
The term "reinforcing bar" refers to "a pair of reinforcing bars that have ribs formed on their outer peripheries and are to be joined to each other, and a joint that connects the reinforcing bars by fitting between the joining ends of the pair of reinforcing bars and crushing them." A reinforcing bar that is tied to a tube.”
Consisting of

(発明が解決しようとする課題) この特開昭55−98559に開示される従来例「背
割スリーブを用いた鉄筋継手工法」では、鉄筋に
スリーブを圧着するものであるが、スリーブ外周
面には、フシ等の凹凸を形成しないため、鉄筋が
異形鉄筋である場合は特に、異形鉄筋表面におけ
る機械的付着強度に比し、継手部分表面の機械的
付着強度が劣る課題を有した。
(Problems to be Solved by the Invention) In the conventional example "reinforcing bar joint method using split sleeves" disclosed in this Japanese Patent Application Laid-Open No. 55-98559, the sleeve is crimped to the reinforcing bars. Since this method does not form irregularities such as edges, it has the problem that the mechanical adhesion strength on the surface of the joint part is inferior to the mechanical adhesion strength on the surface of the deformed rebar, especially when the rebar is a deformed rebar.

他方、実開昭49−118525に開示される「鉄筋」
では、結合筒と、圧着用型等を用いて鉄筋体を連
結するものである。しかし、連結は、特開昭55−
98559記載の鉄筋同様、鉄筋の長手方向にのみか
ぶせられており、鉄筋を長手方向に連結すること
のみを目的とするものである。そのため、複数の
鉄筋を平行等にならべて鉄筋の幅方向間を連結す
る役には立たない課題を有した。
On the other hand, "reinforcing bars" disclosed in Utility Model Application No. 49-118525
In this case, reinforcing bars are connected using a connecting tube and a crimping mold. However, the connection is
Like the reinforcing bars described in 98559, it is covered only in the longitudinal direction of the reinforcing bars, and its purpose is only to connect the reinforcing bars in the longitudinal direction. Therefore, there was a problem that it was not useful for arranging a plurality of reinforcing bars in parallel or the like and connecting the reinforcing bars in the width direction.

即ち、並列に並べられた複数の鉄筋間の幅方向
を、鉄筋継手材の連結端を鉄筋に圧着して連結す
る鉄筋継手は従来存在しなかつた。
That is, conventionally, there has been no reinforcing bar joint that connects a plurality of reinforcing bars arranged in parallel by crimping the connecting ends of the reinforcing bar joint material to the reinforcing bars in the width direction.

(問題点を解決するための手段) この発明は、 並列に並べられた鉄筋間を平板状の鉄筋継手連
結部を介して連結するとともに、鉄筋継手連結部
に連続する鉄筋との固定部では内周を鉄筋外周に
密着され、外周の鉄筋長手方向に対して交差する
方向にはフシを形成することを特徴とする鉄筋継
手を提供する。
(Means for Solving the Problems) This invention connects reinforcing bars arranged in parallel via a flat plate-shaped reinforcing bar joint connection part, and also connects reinforcing bars that are connected to the reinforcing bar joint connection part internally. To provide a reinforcing bar joint whose periphery is tightly attached to the outer periphery of the reinforcing bar and a rim is formed in a direction intersecting the longitudinal direction of the reinforcing bar on the outer periphery.

(作用) 並列に並べられた鉄筋間を平板状の鉄筋継手連
結部を介して連結するとともに、鉄筋継手連結部
に連続する鉄筋との連結部では内周を鉄筋外周に
密着されているため、強度を有して鉄筋間を連結
する。また、外周の鉄筋長手方向に対して交差す
る方向にはフシを形成するため、打設されるコン
クリートに対する付着強度が向上する。
(Function) In addition to connecting the reinforcing bars arranged in parallel through the flat plate-shaped reinforcing bar joint connecting part, the inner periphery of the connecting part with the reinforcing bar that is continuous with the reinforcing bar joint connecting part is closely attached to the outer periphery of the reinforcing bar. Connects reinforcing bars with strength. In addition, since a border is formed in the direction intersecting the longitudinal direction of the reinforcing bars on the outer periphery, the adhesion strength to concrete to be placed is improved.

(実施例) 以下、この発明の実施例の製造に係る鉄筋継手
圧着用型に係る斜視図を表す第1図、同鉄筋継手
の製造方法に係る加工状態の中央断面図を表す第
2図に従つて説明する。
(Example) Hereinafter, FIG. 1 shows a perspective view of a reinforcing bar joint crimping mold according to an embodiment of the present invention, and FIG. I will explain accordingly.

1は鉄筋継手圧着装置である。2は鉄筋継手圧
着装置1の圧着端部の一に固着する鉄筋継手より
硬質の押圧型である上型、3は鉄筋継手圧着装置
1の他の圧着端部に固着する鉄筋継手より硬質の
押圧型である下型である。両型は、ほぼ等しい加
工面を有する。鉄筋継手圧着装置1は上型2の上
部に油圧シリンダー(図示せず)を有するため、
上型2は下型3と当接可能位置まで昇降可能であ
り、30〜150t出力、望ましくは50〜100t出力を有
する。
1 is a reinforcing bar joint crimping device. Reference numeral 2 denotes an upper die which is a presser type harder than the reinforcing bar joint that is fixed to one of the crimping ends of the reinforcing bar joint crimping device 1, and 3 is a pushing die that is harder than the reinforcing bar joint that is fixed to the other crimping end of the reinforcing bar joint crimping device 1. The lower mold is the mold. Both molds have approximately equal machined surfaces. Since the reinforcing bar joint crimping device 1 has a hydraulic cylinder (not shown) on the upper part of the upper mold 2,
The upper mold 2 can be raised and lowered to a position where it can come into contact with the lower mold 3, and has an output of 30 to 150 tons, preferably 50 to 100 tons.

4および4′は、上型2および下型3の加工面
に各々穿設する深い湾曲溝である。5および5′
は上型2および下型3の加工面に穿設する浅い湾
曲溝である。深い湾曲溝4,4′と浅い湾曲溝5,
5′は、両者からなる溝部6,6′の設置する鉄筋
の長手方向に交互に穿設してなる。
4 and 4' are deep curved grooves formed in the processing surfaces of the upper die 2 and the lower die 3, respectively. 5 and 5'
are shallow curved grooves bored in the processing surfaces of the upper die 2 and the lower die 3. Deep curved grooves 4, 4' and shallow curved grooves 5,
5' is formed by alternately boring grooves 6, 6' in the longitudinal direction of the reinforcing bars to be installed.

この実施例では溝部6,6′に4個の浅い湾曲
溝5,5′を穿設し、深い湾曲溝4,4′は3個か
らなるが、深い湾曲溝4,4′の数は溝部6の長
さに応じて、1,2,5,8等任意の数でよく、
その場合、浅い湾曲溝5,5′の数は、2,3,
6,9となる。
In this embodiment, four shallow curved grooves 5, 5' are bored in the groove parts 6, 6', and three deep curved grooves 4, 4' are formed. Depending on the length of 6, it can be any number such as 1, 2, 5, 8, etc.
In that case, the number of shallow curved grooves 5, 5' is 2, 3,
It becomes 6,9.

深い湾曲溝4,4′、浅い湾曲溝5,5′の周面
は円周面あるいは楕円周面からなる。深い湾曲溝
4,4′と浅い湾曲溝5,5′の幅a,bはこの実
施例ではほぼ等しいが、aとbとはa<bでもよ
いが、a=bまたはa>bであることが望まし
い。
The peripheral surfaces of the deep curved grooves 4, 4' and the shallow curved grooves 5, 5' are circular or elliptical. The widths a and b of the deep curved grooves 4 and 4' and the shallow curved grooves 5 and 5' are approximately equal in this embodiment, but a and b may be a<b, but a=b or a>b. This is desirable.

深い湾曲溝4,4′、および浅い湾曲溝5,
5′ともに各々溝の幅を異にしてもよい。7,
7′は鉄筋継手端拘束部であり、溝部6,6′の長
手方向両端部を立上り状の閉成する。
deep curved grooves 4, 4' and shallow curved grooves 5,
Both grooves 5' may have different groove widths. 7,
Reference numeral 7' denotes a reinforcing bar joint end restraining part, which closes both longitudinal ends of the groove parts 6, 6' in a rising shape.

8は側方溝であり、溝部6,6′の長手方向両
側にそつて、加工面より0.1〜5.0mmの深さで帯状
に穿設する。溝部6,6′の長手方向には、相互
に平行に溝を2本設け、2本の溝間に側方溝8と
同一面に中央溝11を形成する。
Reference numeral 8 designates side grooves, which are formed in a strip shape along both sides of the grooves 6, 6' in the longitudinal direction at a depth of 0.1 to 5.0 mm from the machined surface. Two grooves are provided parallel to each other in the longitudinal direction of the groove portions 6, 6', and a central groove 11 is formed between the two grooves on the same plane as the side grooves 8.

9aは鉄筋継手における鉄筋継手連結部、9b
は、鉄筋継手における端部に位置する鉄筋との固
定部、10は鉄筋である。9aは平板状からな
る。鉄筋10はこの実施例ではリブおよびフシを
有する異形鉄筋よりなり、この実施例の加工にお
いては平行方向に並べられた2本の異形鉄筋を結
合する。
9a is a reinforcing bar joint connection part in a reinforcing bar joint, 9b
is a fixed part with the reinforcing bar located at the end of the reinforcing bar joint, and 10 is the reinforcing bar. 9a has a flat plate shape. In this embodiment, the reinforcing bars 10 are made of deformed reinforcing bars having ribs and edges, and in the processing of this embodiment, two deformed reinforcing bars arranged in parallel are connected.

そこで、下型3の溝部6′に鉄筋10に嵌挿し
たスリーブ管を載置する。あるいは上方に端部1
2を有し、下部に湾曲面13を有する断面ほぼW
字状鉄板からなる鉄筋継手材14を載置し、その
上に更に複数の鉄筋を並べて設置する。または複
数本の鉄筋を並べて設置した上から鉄筋継手材1
4を更に設置する。
Therefore, the sleeve tube fitted into the reinforcing bar 10 is placed in the groove 6' of the lower mold 3. or upper end 1
2 and a cross section approximately W with a curved surface 13 at the bottom
A reinforcing bar joint material 14 made of a letter-shaped iron plate is placed, and a plurality of reinforcing bars are further arranged and installed thereon. Or, reinforcing bar joint material 1 from the top of multiple reinforcing bars installed side by side.
Install 4 more.

鉄筋継手材14は、湾曲面13を形成可能であ
ればよく、板状態であつても、管状であつてもよ
い。また、管状でない場合は加工上端部12はや
や内側を向いていることが望ましい。両端部12
の間隔は鉄筋10の外径より幅広であり、その場
合は、鉄筋継手材14の鉄筋10への嵌挿は鉄筋
10の端部から行う必要はなく鉄筋10の側面か
ら必要箇所に直接嵌挿可能である。
The reinforcing bar joint material 14 only needs to be able to form the curved surface 13, and may be in the form of a plate or a tube. Further, if the shape is not tubular, it is desirable that the processed upper end portion 12 faces slightly inward. Both ends 12
The interval is wider than the outer diameter of the reinforcing bars 10, and in that case, the reinforcing bar joint material 14 does not need to be inserted into the reinforcing bars 10 from the end of the reinforcing bars 10, but can be inserted directly from the side of the reinforcing bars 10 into the required location. It is possible.

次に、この実施例の加工状態の横断面を表す第
3図に、明らかなように上型2を鉄筋10の長手
方向とほぼ直角に一度に鉄筋方向に降下する。上
型2が降下するに従い鉄筋継手材14と、異形鉄
筋10表面の摩擦力およびせん断力により、鉄筋
継手材表面は、深い湾曲溝4,4′の周面および
鉄筋継手端拘束部7方向へ押圧される。しかし鉄
筋継手材14の逃げは深い湾曲溝4,4′の周面
および鉄筋継手端拘束部7で防止されるため、鉄
筋継手材14は鉄筋10のフシ、リブに食い込み
2本の鉄筋10を圧着しかつ鉄筋10間を鉄筋継
手連結部9aで連結した鉄筋継手を提供する。同
時にこの圧着過程において鉄筋継手は、浅い湾曲
溝5,5′、深い湾曲溝4,4′により押圧される
ため第4図、第5図、第6図に示すように鉄筋継
手の外周面は長手方向とは交差する方向、この実
施例ではほぼ直角方向に、深い湾曲溝4,4′の
数に応じた明瞭なフシ15を形成する。また側方
溝で押圧されるため鉄筋継手の外周面の長手方向
には明瞭なリブ16を有する。
Next, as shown in FIG. 3, which shows a cross section of the working state of this embodiment, the upper die 2 is lowered at once toward the reinforcing bars at a substantially right angle to the longitudinal direction of the reinforcing bars 10. As shown in FIG. As the upper mold 2 descends, the surface of the reinforcing bar joint material 14 and the deformed reinforcing bar 10 are moved toward the peripheral surfaces of the deep curved grooves 4 and 4' and toward the reinforcing bar joint end restraining portion 7 due to the frictional force and shear force between the surfaces of the reinforcing bar joint material 14 and deformed reinforcing bars 10. Pressed. However, the reinforcing bar joint material 14 is prevented from escaping by the circumferential surfaces of the deep curved grooves 4 and 4' and the reinforcing bar joint end restraint part 7, so the reinforcing bar joint material 14 bites into the edges and ribs of the reinforcing bars 10, and the two reinforcing bars 10 are prevented from escaping. To provide a reinforcing bar joint in which reinforcing bars 10 are crimped and connected by a reinforcing bar joint connecting part 9a. At the same time, during this crimping process, the reinforcing bar joint is pressed by the shallow curved grooves 5, 5' and the deep curved grooves 4, 4', so the outer peripheral surface of the reinforcing bar joint is A clear border 15 corresponding to the number of deep curved grooves 4, 4' is formed in a direction crossing the longitudinal direction, in this embodiment, in a substantially perpendicular direction. In addition, because it is pressed by the side grooves, the reinforcing bar joint has clear ribs 16 in the longitudinal direction on the outer circumferential surface.

2本の鉄筋10の間隔即ち、中央溝11の幅を
増減し、鉄筋継手材14の長さを選択することで
2本の距離が、即ち、鉄筋継手連結部9aの距離
が種々な鉄筋、異形鉄筋が提供される。
By increasing or decreasing the interval between the two reinforcing bars 10, that is, the width of the central groove 11, and selecting the length of the reinforcing bar joint material 14, the distance between the two reinforcing bars 10, that is, the distance between the reinforcing bar joint connecting portions 9a, can be varied. Deformed rebar is provided.

鉄筋継手はこのように構成した場合鉄筋10お
よび鉄筋継手間の圧着強度は大となるとともに外
周表面の機械的付着強度は鉄筋10とくに、異形
鉄筋の表面と差異がない強度となりコンクリート
構築用鉄筋、トラス用鉄筋に用いることが可能で
ある。
When the reinforcing bar joint is configured in this way, the crimp strength between the reinforcing bar 10 and the reinforcing bar joint becomes large, and the mechanical adhesion strength on the outer circumferential surface of the reinforcing bar 10, especially the strength that is no different from that of the deformed reinforcing bar, becomes a reinforcing bar for concrete construction, It can be used as reinforcing bars for truss.

したがつて、製作過程では非密閉型を用いたと
きのスエージングのような連続作業を要さず一度
の作業で得られ、鉄筋継手材としてパイプ材、ス
リーブ管のみならず端部を有する板状体も用いる
ことが可能であり、必要な強度を与えた上で鉄筋
とくに異形鉄筋の外周に鉄筋継手材を圧着固定す
ることが可能となる。端部を有する板状体を使用
した場合には鉄筋10側面から鉄筋継手の装置箇
所に鉄筋継手材13を直接嵌挿することが可能と
なり、スリーブ管を用いる鉄筋継手のように鉄筋
端部から嵌合する必要はなくしたがつて作業は単
純化し、広い作業場は要しない。
Therefore, the manufacturing process does not require continuous operations such as swaging when using a non-sealed type, and can be obtained in one operation, and can be used as reinforcing bar joint materials not only for pipe materials and sleeve tubes, but also for plates with ends. It is also possible to use a shaped body, and it becomes possible to press and fix the reinforcing bar joint material to the outer periphery of the reinforcing bar, especially the deformed reinforcing bar, while providing the necessary strength. When using a plate-shaped body having ends, it becomes possible to directly insert the reinforcing bar joint material 13 into the equipment location of the reinforcing bar joint from the side of the reinforcing bar 10, and from the end of the reinforcing bar as in a reinforcing bar joint using a sleeve pipe. Since there is no need for fitting, the work is simplified and a large work area is not required.

平行な2本の鉄筋10の間隔を幅広にとれば、
第6図に示すように主梁材として用いることが可
能となる。
If the distance between two parallel reinforcing bars 10 is wide,
As shown in FIG. 6, it can be used as a main beam material.

さらに直接異形鉄筋表面に溶接するのが不都合
な場合でも鉄筋継手に溶接することで目的達成が
可能となる。
Furthermore, even if it is inconvenient to weld directly to the surface of the deformed reinforcing bar, the purpose can be achieved by welding to the reinforcing bar joint.

(発明の効果) したがつて、この発明では、鉄筋への圧着強度
に優れるととも複数の鉄筋相互を幅方向に連結
し、表面の機械的付着強度に優れた鉄筋継手を提
供する。
(Effects of the Invention) Therefore, the present invention provides a reinforcing bar joint that has excellent crimp strength to reinforcing bars, connects a plurality of reinforcing bars to each other in the width direction, and has excellent surface mechanical adhesion strength.

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

第1図はこの発明の実施例の製造に用いる型の
斜視図、第2図は同加工状態の中央断面図、第3
図は同横断面図、第4図は同実施例の加工状態の
横断面図、第5図、第6図はこの発明の実施例の
斜視図である。 1……鉄筋継手圧着装置、2……上型、3……
下型、4,4′……深い湾曲溝、5,5′……浅い
湾曲溝、6,6′……溝部、7,7′……鉄筋継手
端拘束部、8……側方溝、9a……鉄筋継手連結
部、9b……固定部、10……鉄筋、11……中
央溝、12……端部、13……湾曲面、14……
鉄筋継手材、15……フシ、16……リブ。
Fig. 1 is a perspective view of a mold used for manufacturing an embodiment of the present invention, Fig. 2 is a central sectional view of the same processing state, and Fig.
FIG. 4 is a cross-sectional view of the same embodiment in a processed state, and FIGS. 5 and 6 are perspective views of the embodiment of the present invention. 1...Reinforcement joint crimping device, 2...Upper die, 3...
Lower mold, 4, 4'... Deep curved groove, 5, 5'... Shallow curved groove, 6, 6'... Groove section, 7, 7'... Reinforcement joint end restraint part, 8... Side groove, 9a...Reinforcement joint connection part, 9b...Fixing part, 10...Reinforcement bar, 11...Central groove, 12...End part, 13...Curved surface, 14...
Reinforcement joint material, 15...Fushi, 16...Rib.

Claims (1)

【特許請求の範囲】 1 並列に並べられた鉄筋間を平板状の鉄筋継手
連結部を介して連結するとともに、鉄筋継手連結
部に連続する鉄筋との固定部では内周を鉄筋外周
に密着され、外周の鉄筋長手方向に対して交差す
る方向にはフシを形成することを特徴とする鉄筋
継手。 2 鉄筋との連結部の外周長手方向にはリブを形
成する特許請求の範囲第1項記載の鉄筋継手。 3 鉄筋が異形鉄筋である特許請求の範囲第1
項、または第2項記載の鉄筋継手。
[Scope of Claims] 1. The reinforcing bars arranged in parallel are connected via a flat plate-shaped reinforcing bar joint connection part, and the inner periphery of the reinforcing bar is tightly attached to the outer periphery of the reinforcing bar at the fixed part with the reinforcing bar continuous to the reinforcing bar joint connection part. , a reinforcing bar joint characterized in that a bar is formed in a direction intersecting the longitudinal direction of the reinforcing bar on the outer periphery. 2. The reinforcing bar joint according to claim 1, wherein a rib is formed in the longitudinal direction of the outer periphery of the connection portion with the reinforcing bar. 3 Claim 1 in which the reinforcing bars are deformed reinforcing bars
or the reinforcing bar joint described in paragraph 2.
JP3580190A 1990-02-16 1990-02-16 Reinforcing bar joint Granted JPH0376959A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3580190A JPH0376959A (en) 1990-02-16 1990-02-16 Reinforcing bar joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3580190A JPH0376959A (en) 1990-02-16 1990-02-16 Reinforcing bar joint

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP13007082A Division JPS5921854A (en) 1982-07-26 1982-07-26 Iron wire joint and production thereof

Publications (2)

Publication Number Publication Date
JPH0376959A JPH0376959A (en) 1991-04-02
JPH0444049B2 true JPH0444049B2 (en) 1992-07-20

Family

ID=12452027

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3580190A Granted JPH0376959A (en) 1990-02-16 1990-02-16 Reinforcing bar joint

Country Status (1)

Country Link
JP (1) JPH0376959A (en)

Also Published As

Publication number Publication date
JPH0376959A (en) 1991-04-02

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