JPH0219477Y2 - - Google Patents

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Publication number
JPH0219477Y2
JPH0219477Y2 JP1982070536U JP7053682U JPH0219477Y2 JP H0219477 Y2 JPH0219477 Y2 JP H0219477Y2 JP 1982070536 U JP1982070536 U JP 1982070536U JP 7053682 U JP7053682 U JP 7053682U JP H0219477 Y2 JPH0219477 Y2 JP H0219477Y2
Authority
JP
Japan
Prior art keywords
reinforcing bar
bar joint
deformed
crimping
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
JP1982070536U
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Japanese (ja)
Other versions
JPS58172660U (en
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Filing date
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Priority to JP7053682U priority Critical patent/JPS58172660U/en
Publication of JPS58172660U publication Critical patent/JPS58172660U/en
Application granted granted Critical
Publication of JPH0219477Y2 publication Critical patent/JPH0219477Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は、コンクリート構造物に使用する鉄
筋継手を鉄筋に圧着する鉄筋継手圧着装置用型に
関する。
[Detailed Description of the Invention] This invention relates to a mold for a reinforcing bar joint crimping device for crimping reinforcing bar joints to reinforcing bars for use in concrete structures.

従来鉄筋の鉄筋継手による結合は、結合する鉄
筋をスリーブ管で嵌挿した上でダイス等で鉄筋の
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がおこなわれてい
た。しかし、このような従来例では密閉型のた
め、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欠点を有した。さらにス
リーブ管で圧着するには鉄筋の端部に、スリーブ
管を嵌挿し、固着必要箇所までスリーブ管を移動
させた上で固着する必要があり、作業上複雑とな
り、作業は広い場所を要し、建築現場での作業に
は適さないという欠点を有した。
Conventionally, reinforcing bars were joined using reinforcing bar joints by inserting the reinforcing bars to be joined in a sleeve tube, and then swaging the reinforcing bars from above the sleeve tube in the longitudinal direction of the reinforcing bars using a die, etc., to crimp them together. . However, in such conventional examples, since it is a closed type, it is difficult to process it all at once, and the processing apparatus itself is large-scale, making it difficult to work quickly at the work site. Furthermore, in order to crimp with a sleeve tube, it is necessary to insert the sleeve tube into the end of the reinforcing bar, move the sleeve tube to the point where it needs to be secured, and then secure it, which complicates the work and requires a large space. However, it had the disadvantage that it was not suitable for work on construction sites.

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
部は圧着後反揆力により鉄筋表面よりはがれやす
くなると考えられ、したがつて鉄筋継手は充分な
強度は得られないと一般に考えられていたため、
試みられることはなかつた。
Therefore, it may be possible to use a plate-shaped body as a reinforcing bar joint material and fix it to the reinforcing bars by crimping, but in the conventional crimping method, plate-shaped bodies such as iron plates have ends, so the ends are attached to the reinforcing steel by the rebound force after crimping. It was generally thought that reinforcing bar joints would not have sufficient strength because they were thought to peel off easily from the surface.
It was never attempted.

そこで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おこなわれていた。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欠点
を有した。
Therefore, in another conventional example, reinforcing bars to be joined are inserted into a sleeve pipe, and a tightening member such as a wedge 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 disadvantage of requiring a tightening member such as a wedge.

また近時コンクリート構造物に使用する鉄筋と
しては、異形鉄筋が多用されるが異形鉄筋は本来
鉄筋表面の機械的付着強度を増大するために外周
面に突起やぎざぎざを有し、とくにその外周面の
鉄筋長手方向と交差方向には多くのふしを有す
る。
In addition, deformed rebars are often used as reinforcing bars in concrete structures these days, but deformed rebars originally have protrusions or serrations on their outer circumferential surfaces to increase the mechanical adhesion strength of the reinforcing steel surfaces. The reinforcing bars have many knots in the longitudinal and cross directions.

しかるに鉄筋継手の外周が突起を欠く従来例に
おいては、鉄筋全体から見た場合、鉄筋継手部分
表面の機械的付着強度を欠く欠点を有した。とく
に、スエージ加工による鉄筋継手と鉄筋の圧着結
合では、鉄筋継手の外周上の長手方向にリブを形
成することは可能でも鉄筋継手の外周上の長手方
向以外にフシを形成することは困難であるという
欠点を有した。またその他の従来のカラー圧着に
よる鉄筋継手の異形鉄筋への圧着、しぼりによる
異形鉄筋のフシあるいはリブへの鉄筋継手のくい
込み加工は本来鉄筋継手の外周面に、異形鉄筋外
周面の有する機械的付着強度と同等の強度を与え
ることを目的とはしておらず、鉄筋外周面に異形
鉄筋表面と同等な機械的付着強度を与えることは
できないという欠点を有した。
However, in the conventional example in which the outer periphery of the reinforcing bar joint lacks protrusions, when viewed from the entire reinforcing bar, there was a drawback that the surface of the reinforcing bar joint part lacked mechanical adhesion strength. In particular, in the crimp connection between reinforcing bar joints and reinforcing bars by swaging, it is possible to form ribs in the longitudinal direction on the outer periphery of the reinforcing bar joints, but it is difficult to form ribs in any direction other than the longitudinal direction on the outer periphery of the reinforcing bar joints. It had the following drawback. In addition, other conventional methods of crimping reinforcing bar joints to deformed reinforcing bars using collar crimping, and biting reinforcing bar joints into edges or ribs of deformed reinforcing bars by squeezing are based on the mechanical adhesion that the outer circumferential surface of deformed reinforcing bars has on the outer circumferential surface of reinforcing bar joints. It is not intended to provide strength equivalent to that of the rebar, and has the disadvantage that it is not possible to provide the same mechanical adhesion strength to the outer circumferential surface of the rebar as the surface of the deformed rebar.

さらに、従来の例えば特公昭52−34033「異形鉄
筋の接続方法」、特公昭52−34034「異形鉄筋の接
続方法」に開示されるスリーブ管による圧着で
は、スリーブ管上から嵌挿する圧締金具の内面に
は溝は形成されているが、正締金具はダイスの内
側を通すことで、スリーブを異形鉄筋表面に圧着
するものである。しかし圧締金具内面には、「ス
リーブ圧締部の内周面より曲率半径より小さい段
部」は設けていてもそれは「圧締金具の装着を便
利とする」ものに過ぎず、スリーブ長手方向から
異形鉄筋表面に圧着させる効果を有するものでは
ない。したがつて、その段部の作用効果も、かぎ
られたものであつて、そのためより強い圧力でス
リーブを圧着させようとしても、スリーブ管の長
手方向の圧着力に寄与することは限られたもので
ある問題点を有した。
Furthermore, in the conventional crimping using sleeve pipes disclosed in, for example, Japanese Patent Publication No. 52-34033 "Method of Connecting Deformed Reinforcement Bars" and Japanese Patent Publication No. 52-34034 "Method of Connecting Deformed Reinforcement Bars", crimping fittings are inserted from above the sleeve pipe. A groove is formed on the inner surface of the sleeve, and the regular fastener is passed through the inside of the die to press the sleeve onto the surface of the deformed reinforcing bar. However, even if there is a step on the inner surface of the clamping tool that has a radius of curvature smaller than the inner circumferential surface of the sleeve clamping part, it is only to make the mounting of the clamping tool more convenient, and it is only for the sake of convenience in the longitudinal direction of the sleeve. It does not have the effect of crimping the surface of deformed reinforcing bars. Therefore, the action and effect of the stepped portion is limited, and even if an attempt is made to crimp the sleeve with stronger pressure, its contribution to the crimp force in the longitudinal direction of the sleeve tube is limited. It had certain problems.

この考案は、鉄筋継手を鉄筋に圧着するにあた
り近接離隔作動をおこなう鉄筋継手圧着装置の圧
着端部に固着する鉄筋継手より硬質の上型及び下
型において、上型及び下型の加工面に深い湾曲溝
と浅い湾曲溝とを長手方向に交互に穿設してなる
溝部を形成するとともに、上型および下型の溝部
の長手方向両端部は立上り状の鉄筋継手拘束部で
閉成することを特徴とする鉄筋継手圧着装置用型
を提供することで、上記問題点を解決することを
目的とする。
This idea is designed to provide a deep surface to the machining surface of the upper and lower dies, which are harder than the reinforcing bar joints that are fixed to the crimping ends of the crimping device for reinforcing bar joints, which performs close-separation action when crimping reinforcing bar joints to the reinforcing bars. A groove is formed by alternately drilling curved grooves and shallow curved grooves in the longitudinal direction, and both longitudinal ends of the groove in the upper mold and the lower mold are closed with a rising reinforcing bar joint restraint part. It is an object of the present invention to solve the above-mentioned problems by providing a mold for a reinforcing bar joint crimping device having characteristics.

以下この考案の1実施例の斜視図を表わす第1
図、この実施例の加工状態の中央断面を表わす第
2図に従つて説明すると、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下型であり、両者ほぼ等しい
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。
The following is a first embodiment showing a perspective view of one embodiment of this invention.
Referring to FIG. 2, which shows a central cross-section of the processed state of this embodiment, reference numeral 1 denotes a reinforcing bar joint crimping device. Reference numeral 2 denotes an upper mold that is fixed to one of the crimping ends of the reinforcing bar joint crimping device 1, and 3 is a lower mold that is fixed to the other crimping end of the reinforcing bar joint crimping device 1, both of which have approximately the same machined surface. Since the reinforcing bar joint crimping device 1 has a hydraulic cylinder (not shown) above 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 the output is preferably 30 to 150 tons, preferably 50 to 100 tons. has an output.

4および4′は上型2および下型3の加工面に
穿設する深い湾曲溝、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り、
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′の長手方向に交互に穿設し
てなる。
4 and 4' are deep curved grooves drilled in the processing surfaces of the upper mold 2 and lower mold 3, 5 and 5' are shallow curved grooves bored in the processing surfaces of the upper mold 2 and lower mold 3,
Deep curved grooves 4, 4' and shallow curved grooves 5, 5' are alternately bored in the longitudinal direction of groove portions 6, 6' consisting of both.

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 in the groove parts 6, 6'. The number of shallow curved grooves may be 1, 2, 5, 8, etc., depending on the length of the grooves.

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, 4' and the shallow curved grooves 5, 5' are almost equal in this embodiment, but a and b may be a<b, but a=b or a>b. It is desirable that there be.

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に閉成する。
deep curved grooves 4, 4' and shallow curved grooves 5,
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。
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.

9は鉄筋継手10は異形鉄筋であり、この実施
例の加工においては長手方向に2本結合する。
The reinforcing bar joint 10 9 is a deformed reinforcing bar, and in the processing of this embodiment, two reinforcing bars are joined in the longitudinal direction.

そこで下型3の溝部6′に、異形鉄筋10に嵌
挿した、スリーブ管あるいは上方に端部を有する
断面U字状鉄板からなる鉄筋継手材を載置する。
鉄筋継手材は、断面形状において端部を有すれば
よく、V字状等でもよいが、加工上端部はやや内
側を向いていることが望ましい。端部間は異形鉄
筋10の外径より幅広であり、その場合は、鉄筋
継手材の異形鉄筋10への嵌挿は異形鉄筋10の
端部から行なう必要はなく異形鉄筋10の側面か
ら必要個所に直接嵌挿可能である。
Therefore, in the groove 6' of the lower die 3, a reinforcing bar joint material made of a sleeve tube or a steel plate having a U-shaped cross section with an upper end is placed, which is inserted into the deformed reinforcing bar 10.
The reinforcing bar joint material only needs to have an end in its cross-sectional shape, and may be V-shaped or the like, but it is desirable that the processed upper end faces slightly inward. The width between the ends is wider than the outer diameter of the deformed reinforcing bars 10, and in that case, it is not necessary to insert the reinforcing bar joint material into the deformed reinforcing bars 10 from the ends of the deformed reinforcing bars 10, but from the side of the deformed reinforcing bars 10 at the necessary points. It can be inserted directly into the

次にこの実施例の加工状態の横断面を表わす第
3図に明らかなように上型2を異形鉄筋10の長
手方向とほぼ直角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と、異形鉄筋表面の
摩擦力及びせん断力により、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は異形鉄筋10
のフシ、リブにくい込み2本の異形鉄筋10を圧
着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9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
に示すように鉄筋継手9の外周面は長手方向とほ
ぼ直角方向に、深い湾曲溝4,4′の数に応じた
明瞭なフシを形成し、また側方溝で押圧されるた
め、鉄筋継手9の外周面の長手方向には明瞭なリ
ブを有する鉄筋継手を簡易迅速に提供する。
Next, as is clear from FIG. 3, which shows a cross section of the processed state of this embodiment, the upper mold 2 is lowered in the direction of the reinforcing bars at substantially right angles to the longitudinal direction of the deformed reinforcing bars 10. Upper mold 2
As the surface of the reinforcing bar joint material descends, the surface of the reinforcing bar joint material becomes
It is pressed toward the peripheral surfaces of the deep curved grooves 4 and 4' and toward the reinforcing bar joint end restraining portion 7. However, the escape of the reinforcing bar joint material is prevented by the peripheral surfaces of the deep curved grooves 4, 4' and the reinforcing bar joint end restraint part 7, so the reinforcing bar joint is
To provide a reinforcing bar joint in which two deformed reinforcing bars 10 are crimped together with a rib and a rib. At the same time, in this crimping process, the reinforcing bar joint 9 has shallow curved grooves 5, 5',
Since the reinforcing bar joint 9 is pressed by the deep curved grooves 4, 4', the outer circumferential surface of the reinforcing bar joint 9 has a clear edge corresponding to the number of the deep curved grooves 4, 4' in a direction approximately perpendicular to the longitudinal direction, as shown in FIG. Since the reinforcing bar joint 9 is formed and pressed by the side grooves, a reinforcing bar joint having clear ribs in the longitudinal direction of the outer circumferential surface of the reinforcing bar joint 9 can be easily and quickly provided.

第5図は、溝部6,6′を、長手方向に相互に
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を形成したこの考案の他の実施
例の斜視図であり、この実施例では下型3に溝部
6′に異形鉄筋10、を2本平行に嵌挿したスリ
ーブ管、あるいは上方に端部を有する断面W字状
鉄板からなる鉄筋継手材を載置する。鉄筋継手材
は断面形状において端部を有すればよく、加工上
端部はやや内側を向いていることが望ましい。端
部間は異形鉄筋10の外径より幅広であり、その
場合は、鉄筋継手材の異形鉄筋10への嵌挿は、
異形鉄筋10の端部から行なう必要はなく異形鉄
筋10の側面から必要個所に直接嵌挿可能であ
る。次に加工状態の横断面を順次示す第6図、第
7図に示すように上型2を異形鉄筋10の長手方
向とほぼ直角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と異形鉄筋表面の摩擦力
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′周面および鉄筋継手拘束部7方向へ
押圧される。しかし、鉄筋継手材の逃げは、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は異形鉄筋10の
フシ、リブにくい込み、平行な2本の異形鉄筋1
0に圧着する鉄筋継手9を提供する。
FIG. 5 shows another example of this invention in which the groove portions 6, 6' are provided with two grooves parallel to each other in the longitudinal direction, and a central groove 11 is formed between the two grooves on the same plane as the side grooves 8. It is a perspective view of an embodiment, and in this embodiment, a sleeve tube in which two deformed reinforcing bars 10 are inserted in parallel into a groove 6' of a lower die 3, or a reinforcing bar made of a steel plate having a W-shaped cross section with an upper end. Place the joint material. The reinforcing bar joint material only needs to have an end in its cross-sectional shape, and it is desirable that the processed upper end faces slightly inward. The width between the ends is wider than the outer diameter of the deformed reinforcing bars 10, and in that case, fitting the reinforcing bar joint material into the deformed reinforcing bars 10 is as follows:
It is not necessary to do this from the end of the deformed reinforcing bar 10, but it can be inserted directly into the required position from the side of the deformed reinforcing bar 10. Next, as shown in FIGS. 6 and 7, which sequentially show cross sections in the processed state, the upper die 2 is lowered in the direction of the reinforcing bars at substantially right angles to the longitudinal direction of the deformed reinforcing bars 10. As the upper mold 2 descends, the surface of the reinforcing bar joint material is pressed toward the deep curved grooves 4, 4' circumferential surface and the reinforcing bar joint restraining portion 7 due to the frictional force and shear force between the reinforcing bar joint material and the surface of the deformed reinforcing bar. However, the relief of the reinforcing bar joint material is caused by the peripheral surfaces of the deep curved grooves 4, 4' and the reinforcing bar joint end restraint part 7.
In order to prevent this, the reinforcing bar joint material is made by inserting the edge of the deformed rebar 10, inserting the rib, and two parallel deformed rebars 1.
To provide a reinforcing bar joint 9 that is crimped to 0.

同時にこの圧着過程において鉄筋継手9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、鉄筋継手9の外周面は長手方向とほぼ
直角方向に深い湾曲溝4,4′の数に応じた明瞭
なフシを有し、また側方溝で押圧されるため鉄筋
継手9の長手方向外側には明瞭な突条、リブを有
する第8図に示すような鉄筋継手9を簡易迅速に
提供する。
At the same time, during this crimping process, the reinforcing bar joint 9 is pressed by the shallow curved grooves 5, 5' and the deep curved grooves 4, 4', so that the outer peripheral surface of the reinforcing bar joint 9 is formed in the deep curved grooves 4, 4 in a direction substantially perpendicular to the longitudinal direction. A reinforcing bar joint 9 as shown in FIG. Provide simple and quick delivery.

2本の異形鉄筋10の間隔即ち、中央溝11の
幅を増減することで2本の距離が種々な異形鉄筋
が提供される。
By increasing or decreasing the distance between the two deformed reinforcing bars 10, that is, the width of the central groove 11, deformed reinforcing bars with various distances between the two deformed reinforcing bars 10 can be provided.

したがつて、この考案では、非密封型を用いる
ためパイプ材、スリーブ材のみならず、端部を有
する板状体でも、必要な強度を与えた上で鉄筋と
くに異形鉄筋の外周に圧着固定することが可能と
なる。そのため、異形鉄筋10側面から鉄筋継手
の装置個所に鉄筋継手材を直接嵌挿することが可
能となり、従来のスリーブ材を用いる鉄筋継手の
ように鉄筋端部から嵌合する不便は回避可能とな
る。したがつて作業は単純化し、広い作業場は要
しない。
Therefore, in this invention, since a non-sealed type is used, not only pipe materials and sleeve materials, but also plate-shaped objects with ends can be crimped and fixed to the outer periphery of reinforcing bars, especially deformed reinforcing bars, after giving the necessary strength. becomes possible. Therefore, it becomes possible to directly fit the reinforcing bar joint material into the device part of the reinforcing bar joint from the side of the deformed reinforcing bar 10, and it is possible to avoid the inconvenience of fitting from the end of the reinforcing bar as in conventional reinforcing bar joints using sleeve material. . Therefore, the work is simplified and a large workshop is not required.

また鉄筋継手9はこのような構成を有するた
め、異形鉄筋10および鉄筋継手9間の圧着強度
は大となる。機械的付着強度は異形鉄筋10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。
Furthermore, since the reinforcing bar joint 9 has such a configuration, the crimp strength between the deformed reinforcing bar 10 and the reinforcing bar joint 9 is high. The mechanical adhesion strength is the same as that of the surface of the deformed reinforcing bars 10, and it can be used for concrete construction reinforcing bars and truss reinforcing bars.

また、平行な2本の異形鉄筋の間隔を幅広にと
れば、第9図に示すように柱染材として用いるこ
とが可能となる。
Furthermore, if the distance between two parallel deformed reinforcing bars is made wide, it becomes possible to use it as a column dyeing material as shown in FIG. 9.

さらに直接異形鉄筋を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 the deformed reinforcing bars directly, the purpose can be achieved by welding them to the reinforcing bar joints.

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

第1図はこの考案の実施例の斜視図、第2図は
実施例の加工状態の中央断面図、第3図は同横断
面図、第4図はこの実施例により生じた異形鉄筋
継手の斜視図、第5図はこの考案の他の実施例の
斜視図、第6図、第7図は他の実施例の加工状態
の横断面図、第8図、第9図はこの実施例により
生じた異形鉄筋継手の斜視図である。 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、9……鉄筋継手、10
……異形鉄筋、11……中央溝。
Fig. 1 is a perspective view of an embodiment of this invention, Fig. 2 is a central sectional view of the processing state of the embodiment, Fig. 3 is a cross-sectional view of the same, and Fig. 4 is a deformed reinforcing bar joint produced by this embodiment. FIG. 5 is a perspective view of another embodiment of this invention, FIGS. 6 and 7 are cross-sectional views of another embodiment in a processed state, and FIGS. 8 and 9 are views of another embodiment of this invention. It is a perspective view of the resulting deformed reinforcing bar joint. 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, 9...Reinforced joint, 10
...Deformed reinforcing bar, 11...Central groove.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鉄筋継手を鉄筋に圧着するにあたり近接離隔作
動をおこなう鉄筋継手圧着装置の圧着端部に固着
する鉄筋継手より硬質の上型及び下型において、
上型及び下型の加工面に深い湾曲溝と浅い湾曲溝
とを長手方向に交互に穿設してなる溝部を形成す
るとともに、上型および下型の溝部の長手方向両
端部は立上り状の鉄筋継手拘束部で閉成すること
を特徴とする鉄筋継手圧着装置用型。
In the upper and lower dies, which are harder than the reinforcing bar joints that are fixed to the crimping end of the reinforcing bar joint crimping device that performs close-separation action when crimping the reinforcing bar joints to the reinforcing bars,
Deep curved grooves and shallow curved grooves are alternately drilled in the machined surfaces of the upper and lower molds to form grooves in the longitudinal direction, and both longitudinal ends of the grooves of the upper and lower molds are formed in an upright shape. A type for a reinforcing bar joint crimping device characterized by closing at a reinforcing bar joint restraint part.
JP7053682U 1982-05-14 1982-05-14 Type for reinforcing bar joint crimping device Granted JPS58172660U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7053682U JPS58172660U (en) 1982-05-14 1982-05-14 Type for reinforcing bar joint crimping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7053682U JPS58172660U (en) 1982-05-14 1982-05-14 Type for reinforcing bar joint crimping device

Publications (2)

Publication Number Publication Date
JPS58172660U JPS58172660U (en) 1983-11-18
JPH0219477Y2 true JPH0219477Y2 (en) 1990-05-29

Family

ID=30080201

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7053682U Granted JPS58172660U (en) 1982-05-14 1982-05-14 Type for reinforcing bar joint crimping device

Country Status (1)

Country Link
JP (1) JPS58172660U (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5069819A (en) * 1973-06-28 1975-06-10
JPS5234033A (en) * 1975-09-08 1977-03-15 Teijin Ltd Treating method of yarn ends during doffing process
JPS5234034A (en) * 1975-09-12 1977-03-15 Platt Saco Lowell Corp Elastic attaching means for traveller cleaner

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5069819A (en) * 1973-06-28 1975-06-10
JPS5234033A (en) * 1975-09-08 1977-03-15 Teijin Ltd Treating method of yarn ends during doffing process
JPS5234034A (en) * 1975-09-12 1977-03-15 Platt Saco Lowell Corp Elastic attaching means for traveller cleaner

Also Published As

Publication number Publication date
JPS58172660U (en) 1983-11-18

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