JPS644879Y2 - - Google Patents

Info

Publication number
JPS644879Y2
JPS644879Y2 JP17480886U JP17480886U JPS644879Y2 JP S644879 Y2 JPS644879 Y2 JP S644879Y2 JP 17480886 U JP17480886 U JP 17480886U JP 17480886 U JP17480886 U JP 17480886U JP S644879 Y2 JPS644879 Y2 JP S644879Y2
Authority
JP
Japan
Prior art keywords
steel cord
welded
twisted
welding
weld
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
JP17480886U
Other languages
Japanese (ja)
Other versions
JPS6381894U (en
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 filed Critical
Priority to JP17480886U priority Critical patent/JPS644879Y2/ja
Publication of JPS6381894U publication Critical patent/JPS6381894U/ja
Application granted granted Critical
Publication of JPS644879Y2 publication Critical patent/JPS644879Y2/ja
Expired legal-status Critical Current

Links

Classifications

    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B1/00—Constructional features of ropes or cables
    • D07B1/06—Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core
    • D07B1/0606—Reinforcing cords for rubber or plastic articles
    • D07B1/062—Reinforcing cords for rubber or plastic articles the reinforcing cords being characterised by the strand configuration
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2201/00—Ropes or cables
    • D07B2201/20—Rope or cable components
    • D07B2201/2015—Strands
    • D07B2201/2024—Strands twisted
    • D07B2201/2026—Pitch changing over length

Landscapes

  • Ropes Or Cables (AREA)

Description

【考案の詳細な説明】[Detailed explanation of the idea]

産業上の利用分野 本考案はタイヤやベルトなどの補強材として使
用されるスチールコードに関するもので、特に撚
りのあまいスチールコードの溶接部を改良たスチ
ールコードである。 従来の技術 一般にこの種のスチールコードは、素線を複数
本撚り合わせて構成されている。そしてこのスチ
ールコードの複数本が平行に引揃えられた状態で
ゴム材により被覆され、タイヤやベルトなどの補
強材として使用されている。 このようにして使用されるスチールコードは通
常5000m〜10000m程度をリールに巻き上げられ
たものを使用している。 このため製造途中で断線が発生した場合や製品
長さに満たないものが発生した場合は、端部を溶
接し製品長さに合わせて使つている。撚りのあま
いスチールコードでは、第2図に示す様にその撚
りのあまい形状を保ちながら両スチールコードを
突き合わせ、加圧して溶接している。 考案が解消しようとする問題点 上記従来の溶接では、複数本の素線が同時に均
等に溶接されることが困難で、1本だけ、または
1〜2本が接合できない等溶接作業の失敗も多
く、うまく溶接できたとしても溶接後のスチール
コード品質も劣るため、全長での溶接回数及び溶
接を含むリールの個数も余り多くならぬようにロ
ツト毎に制限されている。本考案は上述の欠点を
なくし、簡単に溶接が出来、しかも溶接によるス
チールコード品質の劣化を防いだ溶接構造を有す
るスチールコードを提供するものである。 問題点を解決するための手段 以上の目的を達成するため、あまい撚りのスチ
ールコードの端部を撚りのあまい状態ではなく、
締つた状態として溶接するようになしたもので、
複数本の素線をあまく撚り合わせて構成され、か
つ長手方向に少なくとも1ケ所の溶接部を有する
スチールコードにおいて、上記溶接部の前後にそ
れぞれ少なくとも3mm以上が締つた撚り構造部を
設けたことを特徴とするスチールコードである。 作 用 本考案は上記構成であるため、溶接部の素線1
本1本が離れて溶接されるのではなく、複数本が
一体となつて接合されるので、溶接作業の失敗が
ほとんどなくなる。 また、あまい撚りのまま溶接すると、溶接部近
辺において各素線間で長さのばらつきが出易い
が、溶接部前後に撚りの締つた部分を設けること
により、溶接部近辺での各素線間の長さのばらつ
さが全くなくなる。このため溶接部の機械的品質
が従来の溶接部の品質と比較して著しく向上す
る。 また、加圧溶接後に行なう焼鈍においても、従
来の場合に比して、熱処理が適正に行なわれ、そ
の後の溶接部の金属組織も均一、正常な組織とな
り、応力ひずみも均一に消去させることができ
る。 また、溶接部は通常、バリが出来てそのコード
直径より溶接部の直径の方が大きくなるのである
が、本考案の溶接部はあまい撚りを溶接部だけ締
つた撚りとしているため、少し溶接部のバリによ
つて出来る直径が大きくなつても、元の撚りのあ
まいスチールコードの直径よりも小さいため、バ
リ取り作業をあまり精密に行なう必要がなくな
る。 尚この溶接部で、締つた撚り構造の占める範囲
は、溶接部前後それぞれ少なくとも3mmの距離は
必要であり、3mm未満となると、溶接後、撚り戻
りが生じ、撚りがあまくなつて、溶接部からの断
線が発生し易く、また機械的強度も劣るものであ
る。 実施例 以下本考案の実施例を図によつて説明する。 第1図は、本考案の実施例を示すスチールコー
ドにおける溶接部の要部正面図であり、あまい撚
り構造のスチールコード1(構成1×5×0.25オ
ープン構造)の各々の一端を撚込み治具によつ
て、撚りを締め込んで締つた撚り構造部2を形成
し、突合せ溶接により溶接して本考案のスチール
コードを構成する。3は溶接によつて生じたバリ
である。ここで溶接後の撚りの締つた部分の溶接
部前後の長さはそれぞれT1≒T2≒15mm、撚りの
あまい部分1のコード径は0.83mm〓、撚りの締つ
た部分2のコード径は0.69mm〓である。本考案の
溶接部を有するスチールコードと、第2図に示す
従来の溶接部を有するスチールコードをそれぞれ
100本サンプル試作し、引張試験及び疲労試験を
行ない比較した。その結果を下記に示します。
INDUSTRIAL APPLICATION FIELD The present invention relates to a steel cord used as a reinforcing material for tires, belts, etc. In particular, it is a steel cord with an improved welded part of a loosely twisted steel cord. BACKGROUND ART Generally, this type of steel cord is constructed by twisting a plurality of strands together. A plurality of these steel cords are lined up in parallel and covered with a rubber material, and are used as reinforcing materials for tires, belts, etc. The steel cord used in this manner is usually wound around 5,000 m to 10,000 m on a reel. For this reason, if a wire breaks during manufacturing or if the length of the wire is less than the length of the product, the ends are welded and used to match the length of the product. For loosely twisted steel cords, as shown in Figure 2, both steel cords are butted against each other and welded under pressure while maintaining the loosely twisted shape. Problems that the invention aims to solve: In the conventional welding described above, it is difficult to weld multiple wires at the same time and evenly, and there are many welding failures such as not being able to join only one wire or one or two wires. Even if welding is successful, the quality of the steel cord after welding is poor, so the number of welds over the entire length and the number of reels including welds are limited for each lot so that they do not become too large. The present invention eliminates the above-mentioned drawbacks and provides a steel cord having a welded structure that can be easily welded and prevents deterioration of the quality of the steel cord due to welding. Means for solving the problem In order to achieve the above purpose, the ends of the loosely twisted steel cord are not twisted loosely,
It is designed to be welded in a tight state.
In a steel cord that is constructed by loosely twisting multiple strands of wire and has at least one welded part in the longitudinal direction, a twisted structure part with a tightness of at least 3 mm is provided before and after each of the welded parts. It is characterized by steel cord. Effect Since the present invention has the above configuration, the strand 1 of the welded part
Since multiple books are joined together, rather than individual books being welded separately, failures in welding operations are almost eliminated. In addition, if welding is performed with loosely twisted wires, the lengths tend to vary between each strand near the weld, but by providing a tightly twisted part before and after the weld, the length between each strand near the weld can be increased. The variation in length is completely eliminated. Therefore, the mechanical quality of the weld is significantly improved compared to the quality of conventional welds. In addition, in the annealing performed after pressure welding, the heat treatment is performed more appropriately than in the conventional case, and the subsequent metal structure of the welded part becomes uniform and normal, making it possible to eliminate stress and strain uniformly. can. In addition, the diameter of the weld is usually larger than the diameter of the cord due to burrs in the weld, but in the weld of this invention, the loose twist is made into a tight twist only at the weld, so the weld is slightly twisted. Even if the diameter created by the burrs becomes larger, it is smaller than the diameter of the original loosely twisted steel cord, so there is no need to perform the deburring process very precisely. In addition, the area occupied by the tight twisted structure in this welded part requires a distance of at least 3 mm before and after the welded part.If the distance is less than 3 mm, untwisting will occur after welding, the twist will become loose, and the distance from the welded part will be It is easy for wire breakage to occur, and its mechanical strength is also poor. Embodiments Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a front view of the main part of a welded part in a steel cord showing an embodiment of the present invention, in which one end of each steel cord 1 having a loosely twisted structure (1×5×0.25 open structure) is twisted and cured. The strands are tightened using a tool to form a tight twisted structure 2, and then welded by butt welding to construct the steel cord of the present invention. 3 is a burr caused by welding. Here, the length of the tightly twisted part after welding before and after the weld is T 1 ≒ T 2 ≒ 15 mm, the cord diameter of the loosely twisted part 1 is 0.83 mm, and the cord diameter of the tightly twisted part 2 is It is 0.69mm〓. A steel cord with the welded part of the present invention and a steel cord with the conventional welded part shown in Fig. 2 are used.
We made 100 samples and conducted tensile tests and fatigue tests for comparison. The results are shown below.

【表】 ここで溶接不良とは、溶接作業を行つた場合、
素線5本が5本とも溶着した場合は合格とし、素
線のうち一本でも溶着しなかつたり、素線切れと
なつた場合は溶接不良とした。また疲労試験はヘ
イロバートソンタイプの疲労試験機で行なつた。
サンプル長さ=140mm、チヤツク間距離100mm、
チヤツク角度θ=85゜、円弧R=40mm、回転数
1800rpmの条件である。 尚ここで撚りの締つた部分の長さT1,T2は約
15mmとしたが、少くとも3mm以上は必要で、実用
的には7mm〜20mmの範囲が好適である。また、こ
の撚りの締つた部分の撚ピツチは他の部分と同じ
ピツチでもよいし、他の部分より小さい撚ピツチ
となつてもよい。作業性より考えれば短ピツチと
する方がコードが締まり易い。 上述の如く本実施例ではスチールコードの溶接
を完全に行なうことが出来、その溶接部の引張強
力では従来の溶接部に比較して約30%増となり、
溶接のないスチールコード部分の引張強度の60%
にも達し、疲労においても従来の約55%増となつ
た。 本考案は1×5の構造のスチールコードにおい
て述べたが、その他の1×4、2+7、3+6、
4×4等の構造のスチールコードにおいても本考
案の構造は有効である。 また、あまい撚りのスチールコードにおいて長
手方向に締つた部分を一定間隔で設けたスチール
コードにおいても適用できる。 考案の効果 以上述べたように、本考案によれば、あまく撚
り合わせて構成されたスチールコードの溶接部に
おいて、溶接部前後を締つた撚構造とすることに
より、溶接作業を簡単にし、しかも確実に溶接出
来、引張強力、耐疲労性等の機械的強度も大巾に
向上させることができ、また溶接時出来るバリ等
の処理も簡単となる等の実用的効果を有する考案
である。
[Table] Here, welding defects refer to
If all five strands were welded, it was judged as a pass, and if even one of the strands was not welded or the strands were broken, it was judged as a welding failure. The fatigue test was conducted using a Hay-Robertson type fatigue testing machine.
Sample length = 140mm, distance between chucks 100mm,
Chuck angle θ = 85°, arc R = 40mm, rotation speed
The condition is 1800rpm. Note that the lengths of the tightly twisted portions T 1 and T 2 are approximately
Although the thickness was set at 15 mm, at least 3 mm or more is required, and a range of 7 mm to 20 mm is practically preferable. Further, the twist pitch of this tightly twisted portion may be the same as that of other portions, or may be smaller than that of other portions. Considering workability, it is easier to tighten the cord if the pitch is short. As mentioned above, in this example, the steel cord can be completely welded, and the tensile strength of the welded part is approximately 30% higher than that of the conventional welded part.
60% of the tensile strength of the steel cord section without welding
, and fatigue was about 55% higher than before. Although this invention has been described for steel cords with a 1×5 structure, other steel cords such as 1×4, 2+7, 3+6,
The structure of the present invention is also effective for steel cords having a structure such as 4×4. Further, the present invention can also be applied to a loosely twisted steel cord in which tightened portions are provided at regular intervals in the longitudinal direction. Effects of the invention As described above, according to the invention, in the welded part of loosely twisted steel cords, by creating a tightly twisted structure at the front and back of the welded part, the welding work is made easier and more reliable. It is a device that has practical effects, such as being able to weld, greatly improving mechanical strength such as tensile strength and fatigue resistance, and simplifying the treatment of burrs and the like that occur during welding.

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

第1図は本考案の一実施例を示すスチールコー
ドの要部正面図、第2図は従来のスチールコード
の要部正面図である。 1……あまい撚り構造部、2……締つた撚り構
造部部、3……バリ。
FIG. 1 is a front view of the main part of a steel cord showing an embodiment of the present invention, and FIG. 2 is a front view of the main part of a conventional steel cord. 1...Lightly twisted structure part, 2...Tightly twisted structure part, 3...Flash.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 複数本の素線をあまく撚り合わせて構成され、
かつ、長手方向に少なくとも1ケ所の溶接部を有
するスチールコードにおいて、上記溶接部の前後
にそれぞれ少なくとも3mm以上の締つた撚り構造
部を設けてなるスチールコード。
It is constructed by loosely twisting multiple strands of wire,
Further, a steel cord having at least one welded portion in the longitudinal direction, wherein a tightly twisted structure portion of at least 3 mm or more is provided at the front and rear of the welded portion.
JP17480886U 1986-11-13 1986-11-13 Expired JPS644879Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17480886U JPS644879Y2 (en) 1986-11-13 1986-11-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17480886U JPS644879Y2 (en) 1986-11-13 1986-11-13

Publications (2)

Publication Number Publication Date
JPS6381894U JPS6381894U (en) 1988-05-30
JPS644879Y2 true JPS644879Y2 (en) 1989-02-07

Family

ID=31113541

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17480886U Expired JPS644879Y2 (en) 1986-11-13 1986-11-13

Country Status (1)

Country Link
JP (1) JPS644879Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0711196Y2 (en) * 1989-11-28 1995-03-15 株式会社タイムスエンジニアリング PC Strand with Twist Fray

Also Published As

Publication number Publication date
JPS6381894U (en) 1988-05-30

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