JPH0671436A - Enclosed arc welding of rail - Google Patents

Enclosed arc welding of rail

Info

Publication number
JPH0671436A
JPH0671436A JP22729092A JP22729092A JPH0671436A JP H0671436 A JPH0671436 A JP H0671436A JP 22729092 A JP22729092 A JP 22729092A JP 22729092 A JP22729092 A JP 22729092A JP H0671436 A JPH0671436 A JP H0671436A
Authority
JP
Japan
Prior art keywords
welding
arc
rail
crater
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.)
Granted
Application number
JP22729092A
Other languages
Japanese (ja)
Other versions
JP2587170B2 (en
Inventor
Koichi Uchino
耕一 内野
Mutsumi Okazaki
睦 岡崎
Kazuo Sugino
和男 杉野
Kenichi Karimine
健一 狩峰
Katsuyoshi Kamiyama
且芳 上山
Mitsumasa Tatsumi
光正 辰巳
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.)
Railway Technical Research Institute
Nippon Steel Corp
Original Assignee
Railway Technical Research Institute
Nippon Steel Corp
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 Railway Technical Research Institute, Nippon Steel Corp filed Critical Railway Technical Research Institute
Priority to JP22729092A priority Critical patent/JP2587170B2/en
Publication of JPH0671436A publication Critical patent/JPH0671436A/en
Application granted granted Critical
Publication of JP2587170B2 publication Critical patent/JP2587170B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

PURPOSE:To form a sound welding bead by welding with directing welding torch to both welding proceeding and its opposite directions, gradually moving to the welding proceeding direction and stopping welding arc after welded with directing the welding torch between a backing and weld zone until the oval shape of crater becomes semicircle. CONSTITUTION:After completing joint welding from the leg part to belly part of facing rails 1, 1 with arranging groove, the enclosed arc multi layer welding of the head part of the rail 1 is executed with butting a backing 2 along the contour shape of head side of the rail 1. The arc of covered electrode 4 is directed to the opposite direction of the welding proceeding direction to weld, moving to the crater part in melted state generated near bead's end, moving in the welding proceeding direction, welding until the oval shape of crater becomes semicircle with butting welding arc between the weld zone and backing and then stopping the welding arc. This welding method is repeated for each layer to weld the head part of the rail 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鉄道や産業用機械の運
搬に使用されるレールのエンクローズアーク溶接法に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for enclosed arc welding of rails used for transportation of railways and industrial machines.

【0002】[0002]

【従来の技術】従来からレールの溶接方法には、接合す
べきレールを突合せその間に通電して発生する火花(フ
ラッシュ)で端面を加熱し加圧し接合するフラッシュバ
ット溶接法、酸素−アセチレン火炎や酸素−プロパン火
炎などのガス火炎で高温度に加熱し圧接するガス圧接
法、微細なアルミニウムと酸化鉄の混合物を点火して発
する高温度の反応熱を利用して溶接するテルミット溶接
法などの他に、エンクローズアーク溶接法が使用されて
いる。
2. Description of the Related Art Conventionally, rail welding methods include a flash butt welding method in which end surfaces are heated and pressed by a spark generated by energizing the rails to be joined and energized between them, and an oxygen-acetylene flame or Others such as gas pressure welding method that heats and presses at high temperature with a gas flame such as oxygen-propane flame, and thermite welding method that uses the high temperature reaction heat generated by igniting a mixture of fine aluminum and iron oxide In addition, the enclosed arc welding method is used.

【0003】このエンクローズアーク溶接法は、特公昭
56−4350号公報でも従来から多く使用されている
溶接法として紹介されている。図2は従来から実施され
ているレール頭部のエンクローズアーク溶接法を平面図
(A)と側面部(B)を示したもので、接合すべきレー
ル1,1と該レールの外郭形状に沿って当接する当金2
で形成される継手溶接部3に被覆アーク溶接棒4を溶加
しながら、溶接ビードを形成する下向姿勢で多層溶接す
る接合方法で、他の溶接法に較べて諸々の溶接特性の信
頼度も高い利点から、現場溶接法として一般に多く使用
されている。
This enclosed arc welding method is also introduced in Japanese Patent Publication No. 56-4350 as a welding method that has been widely used conventionally. FIG. 2 shows a plan view (A) and a side surface (B) of a conventional rail closed-arc welding method. The rails 1 and 1 to be joined and the outer shape of the rail are shown in FIG. Abutment 2 that abuts along
Is a joining method in which the covered arc welding rod 4 is added to the joint welding portion 3 formed in 1) and multi-layer welding is performed in a downward posture to form a welding bead, and the reliability of various welding characteristics compared to other welding methods. Because of its high advantages, it is commonly used as a field welding method.

【0004】しかしながら、耐摩耗性と耐疲労損傷性さ
らには静的大強度が要求されるレールの如き高炭素鋼質
のエンクローズアーク溶接法は、表1で示すような成分
組成
However, the high-carbon steel quality enclosed arc welding method such as rails, which is required to have wear resistance, fatigue damage resistance, and static high strength, has a composition as shown in Table 1.

【表1】 のJIS Z3212低合金高張力鋼用被覆アーク溶接
棒を使用し、下向きアーク溶接姿勢で施工されている。
ところが継手部に形成された溶接金属中のC成分は0.
3%程度の高い量に含有されるため、溶接金属とレール
の如き母材との間のC含有量の差に由来する凝固温度の
差、すなわち溶接金属の凝固温度が1530℃また母材
が1470℃の差に起因し、母材の溶融境界部近傍(H
AZ)に高温割れが多発する問題があった。この割れを
軽減するために溶接後高温度の応力除去焼鈍処理が行わ
れているが、この方法も溶接現場において焼鈍装置を常
備しなければならない問題があった。
[Table 1] JIS Z3212 low-alloy high-strength steel coated arc welding rod is used, and it is constructed in a downward arc welding posture.
However, the C component in the weld metal formed in the joint is 0.
Since it is contained in a high amount of about 3%, the difference in the solidification temperature resulting from the difference in the C content between the weld metal and the base material such as the rail, that is, the solidification temperature of the weld metal is 1530 ° C. Due to the difference of 1470 ° C, near the melting boundary of the base metal (H
AZ) had a problem of frequent hot cracking. In order to reduce this crack, a high-temperature stress relief annealing treatment is performed after welding, but this method also has a problem that an annealing device must be always provided at the welding site.

【0005】さらに最近ではC含有量に起因する高温割
れを無くし、溶接継手部に要求される特性によっては応
力除去焼鈍が省略し得る現場溶接法の一つとして、例え
ば特開昭63−160799号公報で紹介されるよう
に、C:0.4〜1.0%を含有した高炭素系の被覆ア
ーク溶接棒を適用した溶接法が開発されている。こうし
た高炭素系の溶接棒も例えばレールなどに要求される耐
摩耗性と耐疲労損傷性を著しく向上する。
More recently, as one of the in-situ welding methods by which hot cracking due to the C content can be eliminated and stress relief annealing can be omitted depending on the characteristics required for the welded joint, for example, Japanese Patent Laid-Open No. 63-160799. As introduced in the official gazette, a welding method applying a high carbon coated arc welding rod containing C: 0.4 to 1.0% has been developed. Such a high carbon welding rod also remarkably improves the wear resistance and fatigue damage resistance required for rails, for example.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、開先を
設けて相対向するレールの溶接継手側面部に当金をあて
がいながら溶接するレールの下向多層溶接法において、
高炭素系溶接棒は、オーステナイト系ステンレス溶接棒
と同様に、溶接ビード終端クレーター(溶融池)部でシ
ュリンケージ(収縮孔)や凝固割れ(クレーター割れ)
を生じ易い問題があった。クレーター割れは一本の被覆
溶接アーク溶接棒が溶接終了する際クレーター部で起こ
る現象で、その大きさはクレーターあるいは凝固収縮時
の引張応力の大きさによって異なり、大きい程割れの伝
播拡大し、溶接継手の静的強度や疲労強度を低下する原
因となる。
However, in the downward multi-layer welding method of rails, in which a groove is provided and welding is performed while applying a metal to the side faces of the welded joints of the rails facing each other,
High-carbon welding rods, like austenitic stainless welding rods, have shrinkage (contraction holes) and solidification cracks (crater cracks) at the weld bead end crater (molten pool).
There was a problem that is likely to occur. Crater cracking is a phenomenon that occurs in the crater part when one covered arc welding rod finishes welding.The size depends on the magnitude of the tensile stress during crater or solidification shrinkage. It may cause a decrease in static strength and fatigue strength of the joint.

【0007】特にレールのエンクローズアーク溶接法に
おける頭部の下向き多層溶接部は胴当金で囲われてお
り、溶接終端部をレール端面外に出して余盛りとして処
理ができないため、溶接終端クレーター部が健全でなけ
ればならない。一般に溶接終端クレーター部を健全に保
つために点弧(クレーター部に1回ないし数回、瞬間的
にアークを当てること)によってクレーターの大きさを
小さくし、同時にクレーター部の溶着金属量を増加させ
る方法が用いられている。しかしながら、高C系の溶接
金属の場合、点弧によってクレーターが小さくなりにく
く、シュリンケージやクレーター割れが発生し易い。
In particular, the downward-facing multi-layered welded portion of the head in the enclosed arc welding method of the rail is surrounded by a metal shell, and the weld end portion cannot be processed outside as an extra deposit outside the rail end surface. The department must be sound. Generally, in order to keep the crater portion of the weld end sound, the size of the crater is reduced by igniting (the arc is applied once or several times to the crater portion instantaneously), and at the same time the amount of deposited metal in the crater portion is increased. Method is used. However, in the case of high-C weld metal, the crater is unlikely to become small due to ignition, and shrinkage and crater cracking are likely to occur.

【0008】本発明は、上記したようにこれまでのレー
ルのエンクローズアーク溶接法において起こり易いシュ
リンケージやクレーター割れを防止したレールの溶接法
を提供することを目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a rail welding method that prevents the shrinkage and crater cracks that are likely to occur in the conventional rail enclosed arc welding methods as described above.

【0009】[0009]

【課題を解決するための手段】本記目的を達成するため
に本発明は以下の構成を要旨とする、すなわち、開先を
設けて相対向するレールの脚部から腹部の継手溶接を終
えた後、頭部側面部に当金を当接して溶接するレール頭
部のエンクローズアーク多層溶接において、各層毎に、
溶接アークを溶接進行方向と反対方向に向けて溶接し、
生じた溶融状態のビード終端クレーター部で溶接アーク
を漸次溶接進行方向に移行し、最後に当金と溶接部との
間に溶接アークを当てながらクレーターの楕円形状が半
円形状になるまで溶接し、しかる後溶接アークを停止す
るレールのエンクローズアーク溶接法である。
In order to achieve the above object, the present invention has the following structure, that is, the welding of joints from the leg portions of the rails facing each other to the abdomen portion is completed by providing a groove. After that, in the enclosed arc multi-layer welding of the rail head that welds by contacting the metal to the side surface of the head, for each layer,
Weld the welding arc in the direction opposite to the welding direction,
At the bead end crater in the molten state that occurred, the welding arc is gradually moved in the welding progress direction, and finally, the welding arc is applied between the metal and the weld until the ellipse shape of the crater becomes a semi-circular shape. After that, it is the rail's enclosed arc welding method that stops the welding arc.

【0010】以下、本発明について図面を参照しなが
ら、詳細に説明する。図1は、本発明の溶接法を平面図
(A)と側面図(B)で(a),(b),(c)の工程
順に示したものである。開先を設けて相対向する相対向
して接合すべきレール1,1の脚部から腹部の継手溶接
を終えた後、該レール頭部側面図の外郭形状に沿って当
金2を当接し溶接するレール頭部のエンクローズアーク
多層溶接において、先ず(a)図の如く被覆溶接棒4の
アークを溶接進行(矢印)方向とは異なる反対方向に向
けて溶接し、続いて(b)図のようにビード終端近傍で
生じる溶融状態のクレーター部に移行させ、そしてさら
に(c)図の如く被覆溶接棒4を漸次旋回しながら溶接
アークを溶接進行方向に移行し、さらに該溶接部と当金
2との間に溶接アークを当てながらクレーターの楕円形
状が半円形状になるまで溶接し、しかる後溶接アークを
停止する。このような溶接法を各層毎に繰り返えす積層
溶接を行い、レールの頭部を溶接する。図中5は下部溶
接層を示す。
The present invention will be described in detail below with reference to the drawings. FIG. 1 shows a welding method of the present invention in plan view (A) and side view (B) in the order of steps (a), (b) and (c). After finishing the welding of the abdomen from the leg portions of the rails 1 and 1 to be joined facing each other with a groove provided, the dowel 2 is abutted along the outer shape of the rail head side view. In the enclosed arc multi-layer welding of the rail head to be welded, first, as shown in (a), the arc of the coated welding rod 4 is welded in the opposite direction different from the welding progress (arrow) direction, and then (b) figure. As shown in FIG. 5C, the welded arc is moved to the welding advancing direction while gradually turning the coated welding rod 4 as shown in FIG. While applying a welding arc to the gold 2, welding is performed until the elliptical shape of the crater becomes a semicircular shape, and then the welding arc is stopped. The head of the rail is welded by performing the layer-by-layer welding in which such a welding method is repeated for each layer. In the figure, 5 indicates a lower welding layer.

【0011】以上のような本発明によるとクレーターの
大きさが小さくなり、さらにクレーター部が直接に冷却
速度の大きい銅当金に接することにより凝固速度が大き
くなることからシュリンケージやクレーター部の割れが
防止できる。本発明はレールのエンクローズアーク溶接
のレール頭部の溶接のようにクレーターをレール断面外
に出すことができない場合に、高C系溶接金属で懸念さ
れる溶接終端クレーター部のシュリンケージや割れを防
止し、健全なクレーターを形成することが可能となる。
次に、本発明の実施例について説明する。
According to the present invention as described above, the size of the crater is reduced, and the solidification rate is increased by directly contacting the crater portion with the copper metal having a high cooling rate. Therefore, the shrinkage and the crater portion are cracked. Can be prevented. INDUSTRIAL APPLICABILITY According to the present invention, when the crater cannot be brought out of the rail cross section like the welding of the rail head in the enclosed arc welding of the rail, the shrinkage and crack of the weld end crater portion which are a concern in the high C type weld metal are caused. It is possible to prevent and form a healthy crater.
Next, examples of the present invention will be described.

【0012】[0012]

【実施例】表2は、間隙13mmの間隙を設けて相対向す
る60Kレールの脚部から腹部の継手溶接を終えた頭部
側面部に当金を当接して図1に示す如き本発明法でレー
ル頭部を4mmΦ被覆溶接棒(C:0.60%、Si:
0.30%、Mn:0.70%)で多層溶接し、また比
較方法に図2で示すような従来から実施されている既存
溶接法で多層溶接した場合の、溶接電流とレール頭部の
外観性状を示す。表に示す結果から明らかなように、本
発明はシュリンケージやクレーターのない健全な溶接継
手部が得られた。
EXAMPLES Table 2 shows a method of the present invention as shown in FIG. 1 in which a metal plate is brought into contact with a side surface of a head of a 60K rail, which has been welded to the abdomen from a leg of a 60K rail facing each other with a gap of 13 mm. The rail head is covered with a 4mmΦ coated welding rod (C: 0.60%, Si:
(0.30%, Mn: 0.70%), and the welding current and the rail head when the multi-layer welding is performed by the existing welding method which is conventionally performed as shown in FIG. 2 in the comparison method. The external appearance is shown. As is clear from the results shown in the table, according to the present invention, a sound welded joint having no shrinkage and no crater was obtained.

【0013】[0013]

【表2】 [Table 2]

【0014】[0014]

【発明の効果】以上説明したように本発明は高強度レー
ルの被覆アーク溶接棒を用いたエンクローズアーク溶接
において、ビード終端クレーター部の引巣や割れを防止
し、極めて健全なビードを形成することができる。
As described above, according to the present invention, in the enclosed arc welding using the coated arc welding rod of the high-strength rail, it is possible to prevent cavities and cracks in the crater portion of the bead end, and form a very sound bead. be able to.

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

【図1】(A),(B)は本発明溶接方法を示す平面図
と側面図であり、(a),(b),(c)の工程順で示
す。
1A and 1B are a plan view and a side view showing a welding method of the present invention, which are shown in the order of steps of (a), (b), and (c).

【図2】(A),(B)は従来の溶接方法を示す平面図
と側面図である。
2A and 2B are a plan view and a side view showing a conventional welding method.

【符号の説明】[Explanation of symbols]

1 レール 2 当金 3 継手溶接部 4 被覆溶接棒 5 下部溶接層 1 Rail 2 Metal 3 Joint weld 4 Covered welding rod 5 Lower weld layer

───────────────────────────────────────────────────── フロントページの続き (72)発明者 杉野 和男 福岡県北九州市戸畑区飛幡町1番1号 新 日本製鐵株式会社八幡製鐵所内 (72)発明者 狩峰 健一 千葉県富津市新富20−1 新日本製鐵株式 会社技術開発本部内 (72)発明者 上山 且芳 東京都国分寺市光町二丁目8番地38 財団 法人鉄道総合技術研究所内 (72)発明者 辰巳 光正 東京都国分寺市光町二丁目8番地38 財団 法人鉄道総合技術研究所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Kazuo Sugino 1-1 Tobahata-cho, Tobata-ku, Kitakyushu City, Fukuoka Prefecture Inside Nippon Steel Co., Ltd. Yawata Works (72) Inventor Ken-ichi Karine 20 Shintomi, Futtsu-shi, Chiba Prefecture -1 Inside Nippon Steel Co., Ltd. Technology Development Division (72) Inventor Katsuyoshi Ueyama 2-8-8, Mitsumachi, Kokubunji, Tokyo 38 Inside Railroad Technical Research Institute (72) Inventor, Mitsumasa Tatsumi Ichimitsu, Kokubunji, Tokyo 2-8, Machi 38 Inside the Railway Technical Research Institute

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 開先を設けて相対向するレールの脚部か
ら腹部の継手溶接を終えた後、頭部側面部に当金を当接
して溶接するレール頭部のエンクローズアーク多層溶接
において、各層毎に、溶接アークを溶接進行方向と反対
方向に向けて溶接し、生じた溶融状態のビード終端クレ
ーター部で溶接アークを漸次溶接進行方向に移行し、最
後に当金と溶接部との間に溶接アークを当てながらクレ
ーターの楕円形状が半円形状になるまで溶接し、しかる
後溶接アークを停止することを特徴とするレールのエン
クローズアーク溶接法。
1. In an enclosed arc multi-layer welding of a rail head, in which a groove is provided and joint welding of the abdomen is completed from the leg portions of the rails facing each other, and then a metal is brought into contact with the side surface of the head for welding. , For each layer, the welding arc is welded in the direction opposite to the welding advancing direction, the welding arc is gradually transferred to the welding advancing direction at the bead end crater portion in the molten state that has occurred, and finally the metal and the welding portion Enclosed arc welding method for rails, characterized in that welding is performed until the elliptical shape of the crater becomes a semicircular shape while applying a welding arc in between, and then the welding arc is stopped.
JP22729092A 1992-08-26 1992-08-26 Enclosed arc welding of rails Expired - Lifetime JP2587170B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22729092A JP2587170B2 (en) 1992-08-26 1992-08-26 Enclosed arc welding of rails

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22729092A JP2587170B2 (en) 1992-08-26 1992-08-26 Enclosed arc welding of rails

Publications (2)

Publication Number Publication Date
JPH0671436A true JPH0671436A (en) 1994-03-15
JP2587170B2 JP2587170B2 (en) 1997-03-05

Family

ID=16858497

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22729092A Expired - Lifetime JP2587170B2 (en) 1992-08-26 1992-08-26 Enclosed arc welding of rails

Country Status (1)

Country Link
JP (1) JP2587170B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5122782A (en) * 1991-01-29 1992-06-16 Mazda Motor Manufacturing (Usa) Corporation Misgrip sensor for a support member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5122782A (en) * 1991-01-29 1992-06-16 Mazda Motor Manufacturing (Usa) Corporation Misgrip sensor for a support member

Also Published As

Publication number Publication date
JP2587170B2 (en) 1997-03-05

Similar Documents

Publication Publication Date Title
US5233149A (en) Reprocessing weld and method
RU2695843C1 (en) Method of overlap welding and welded joint of overlap
JP2601741B2 (en) Rail repair welding method
JPH0671436A (en) Enclosed arc welding of rail
RU2654253C2 (en) Method for restoring rails with defects on the rolling surface of automatic electric arc welding
JP2004527381A (en) High ductility, reduced defect welds for ductile iron and method of making same.
JP2675951B2 (en) Downward arc welding method
US2276782A (en) Production of butt-welded rail joints, and rail adapted for use therewith
JP2704452B2 (en) Butt joining method of coated composite material, method of manufacturing long composite pipe by the joining method, and pipe for transporting metal scouring substance
JPS6333941B2 (en)
JPH0275478A (en) Method for joining bar materials
JPH0252586B2 (en)
KR101752359B1 (en) High-strenght structural welding enthod for preventing low temprerature cracking
JP2010110787A (en) Arc welding method of steel sheet coated with antioxidant
JPH08276293A (en) Cored wire for rail welding
JPH032597B2 (en)
JPH01180780A (en) Butt welding method for rail
JP3281097B2 (en) Arc welding of opposing rails
JPH0386367A (en) Method for joining clad steel pipe
JPH0451275B2 (en)
JPH0454557B2 (en)
JP2601742B2 (en) Manufacturing method of welding crossings
JPH108191A (en) Welded steel pipe for slurry transportation, and its production
JPS5922626B2 (en) Welding method for low alloy high tensile strength steel
CN118848174A (en) Transverse welding method for high-strength steel penetration butt weld

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19961001