JPH0420705B2 - - Google Patents

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Publication number
JPH0420705B2
JPH0420705B2 JP33608387A JP33608387A JPH0420705B2 JP H0420705 B2 JPH0420705 B2 JP H0420705B2 JP 33608387 A JP33608387 A JP 33608387A JP 33608387 A JP33608387 A JP 33608387A JP H0420705 B2 JPH0420705 B2 JP H0420705B2
Authority
JP
Japan
Prior art keywords
welding
rail
layer
head
rails
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
JP33608387A
Other languages
Japanese (ja)
Other versions
JPH01180780A (en
Inventor
Koichi Uchino
Mutsumi Okazaki
Kazuo Sugino
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.)
Nippon Steel Corp
Original Assignee
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP33608387A priority Critical patent/JPH01180780A/en
Publication of JPH01180780A publication Critical patent/JPH01180780A/en
Publication of JPH0420705B2 publication Critical patent/JPH0420705B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) 本発明は、鉄道などに使用されるレールの突き
合せ被覆アーク溶接法に関するものである。 (従来の技術) 従来レールの接合方法には、フラツシユバツト
溶接法、ガス圧接法、テルミツト溶接法およびエ
ンクローズドアーク溶接法などが用いられてい
る。これらの溶接法の中でエンクローズドアーク
溶接法は、特公昭56−4350号公報でも紹介されて
いるように、拘束状態にあるレールの溶接が可能
でかつ継手の信頼性も高いという利点があること
から、現場溶接法としてよく用いられている。 レールはその使用目的から、耐摩耗性、耐疲労
損傷性および静的強度の大きい性質が要求されて
おり、溶接継手部において同様で、さらに溶接割
れ等の溶接欠陥についても皆無または、実用的に
差しつかえない程度に極力、少なくなつていなけ
ればならない。 従来レールの突き合せ溶接方法は、第2図で示
すように、レール足部11から腹部にかけての立
ち上がり部12では多層盛溶接し、更に腹部か
ら、頭部13にかけてスラグ除去を行なわないで
連続溶接するエンクローズドアーク溶接を行い、
最後に頭頂部を多層溶接を行つて突き合せ溶接を
完了している。このとき立ち上がり部12では、
溶接終端クレーター部15をレール断面内に留め
て、余盛を作らないようにした溶接方法である。 また被覆アーク溶接棒は、第1表で示すように
JIS Z3213低合金高張力鋼用被覆アーク溶接棒が
使用されている。このような溶接棒をレールに適
用した場合に形成される溶接金属は、C;0.3%
以下であり、このために溶接金属レールとのC含
有量の差に由来する擬固温度の差、すなわち溶接
金属の凝固温度が約1530℃、レールのそれが約
1470℃であることに起因してレール母材の溶融境
界部近傍(HAZ)に高温割れが発生する。 さらにこのHAZには、溶接のままで多量のマ
ルテンサイト組織を生成し、疲労強度低下の一因
ともなる。一方レール使用性能に関する研究は多
く、耐摩耗性と耐疲労損傷性はパーライト組織が
最も優れ、かつ同じパーライト組織であれば、硬
さが大きくC含有量の多に方が優れていることが
明らかにされている。又、レールと同等のC量を
有する溶接金属においては、先に述べたレール母
材のHAZの高温割れも生じない。かかる理由か
らC含有量の高い例えばC;0.4〜1.0%の被覆ア
ーク溶接棒が用いられるようになつた。 このような高C系被覆アーク溶接棒のレールの
エンクローズドアーク溶接への適用により、
HAZの高温割れ発生やマルテンサイトの生成抑
制が可能となり、静的強度や疲労強度が著しく向
上した。更に溶接金属組織がパーライト組織とな
り、耐摩耗性、耐疲労損傷性も向上した。 (発明が解決しようとする問題点) しかしながら高C系成分では、オーステナイト
系ステンレス成分系と同様に、溶接終端クレータ
ー部においてオーステナイト凝固特有の凝固割れ
(クレーター割れ)が生じやすい。クレーター割
れは、1本の被覆アーク溶接棒での溶接が終了す
る部分の溶融池に生ずる凝固割れで、場合によつ
てはこの割れが伝播拡大する。 このクレーター割れの大きさは、クレーター部
の溶融池の大きさや外部の引張応力の大きさに左
右され、それらが大きいほど割れの大きさも増加
し、溶接継手の静的強度や疲労強度低下の一因と
もなる。特にエンクローズドアーク溶接のように
比較的大きな溶接電流値で、かつ垂直の狭開先で
溶接を行う場合、溶接池の大きさや外部の引張応
力が増大しやすく、クレーター割れ発生を看過で
きない。 特にレール溶接においては、その形状に起因し
て足上部の腹部にかかる立ち上がり部の多層溶接
部は、ビードの長さに対して厚みを大きくする必
要性から、溶接速度が非常に小さく、クレーター
が大きくなり、かつ既に凝固している下層の拘束
により最終凝固部に大きい収縮歪が加わることが
重畳して、クレーター割れが生じやすくなる。更
にレール腹部から頭部にかけてのエンクローズド
アーク溶接部では、連続溶接であるため、多層盛
溶接のように溶接ビードを覆うスラグの除去がで
きない。そこで溶接アークによりスラグを再溶融
しつつ溶接を進める。このため溶接電流が比較的
大きく、通常250〜280Aである。従つてクレータ
ーの大きさが大きくなり、クレーター割れの大き
さも実用上問題となる程度に大きくなる。 本発明は、前記の被覆アーク溶接棒の使用にお
ける問題点を解決し、良好な継手性能を安定して
確保することができる鉄道などに用いられるレー
ルの溶接法を提供するものである。 (問題点を解決するための手段) 本発明の要旨は、C;0.4〜1.0%含む被覆アー
ク溶接棒を用いたレールの突き合せ溶接におい
て、相対向するレールの脚部を多層溶接する際
に、脚上部の立ち上がり部にて上層溶接ビードの
終端部を下層の溶接ビード終端部にオーバーラツ
プさせながら余盛を形成し、脚部多層溶接を完了
したのちレール腹部から頭部にかけてのエンクロ
ーズドアーク溶接を行うに際し、溶接電流値を
240〜280Aで開始し、直ちに電流値を190〜240A
に切換えて頭部の途中まで連続溶接し、更に、少
なくとも1パス以上の多層盛を低電流で行い、頭
頂部まで溶接し突き合せ溶接を完了するレールの
溶接法である。 以下に本発明について第1図を参照しながら詳
細に説明する。 第1図は本発明の溶接法を示した図面である。 まずレール足部1を従来法と同じように多層溶
接したのち、足上部の腹部にかかる立ち上がり部
2の多層溶接終端部のクレーター3をそれぞれ下
層4にオーバーラツプさせながら余盛としてレー
ル断面より外に出す。 このとき、ビードは進行方向に対して下りの傾
きをもち、ビードが短い位置では傾きが大きい。
この部分でアークを止めるとクレーターが下方に
流れ広がつた形状(楕円率が大きい)となり、ク
レーター割れが生じ、それがレール断面内のビー
ド部に進展し易い。そこで立ち上がり部の積層に
おいては、全ビードをレール断面下層の傾きの小
さい部分まで余盛として伸ばし、アークを止め
る。その結果、レール断面内に割れのない清浄な
ビードを形成することが可能となる。更にレール
腹部から頭部にかけてのエンクローズドアーク溶
接部5では、スタート時の溶接電流を240〜280A
とし、足部の最終層の四周の隅を十分に溶着させ
たのち、直ちに電流値を190〜240Aに低めて連続
溶接を行う。この結果、棒継ぎ部あるいは最終の
クレーターの大きさを小さくすることができ、ク
レーター割れを抑制することが可能である。 この時スタート時の溶接電流値を240〜280Aと
したのは、240A未満では既に完了している下層
ビードと十分になじんだビード形成が困難で、融
合不良などが生じ易いため240A以上とした。又、
280Aとしたのは、それ以上では過大電流となつ
て溶接作業が安定して持続できないからである。 溶接スタート直後、すなわち、下層ビードと十
分なじんだビードが形成されたら、直ちに電流値
を190〜240Aに切換える。この場合の電流値を
190A以上240A以下とした理由は、190Aより小さ
い電流値ではスラグの再溶融が困難となり、エン
クローズドアーク溶接そのものが不可能となり、
又240Aより大きい電流では、従来法と同様でク
レーター割れの抑制が困難となり、問題の解決と
はならない。 このように腹部から頭部5にかけて連続溶接を
完了した後、場合によつてはさらに頭頂部6のみ
を低電流の多層盛溶接を行つてもよい。この低電
流とする理由は、クレーターの大きさを小さく
し、クレーター割れを実用上問題とならない程度
に抑制するためである。この場合の溶接電流は
130〜160Aが望ましい。 本発明によるレール溶接法は、HAZの高液化
割れを生じず、溶接全層部の全層組織がパーライ
トを呈し、耐摩耗性、静的強度、疲労強度の向上
に加え、高C系被覆アーク溶接棒で懸念されるク
レーター割れの発生をも抑制せしめ、高性能のレ
ール溶接継手製造を可能とする。 (実施例) 以下に実施例によつて本発明の効果をさらに具
体的に説明する。 第2表に示す溶接芯線に、第3表の如く調整し
たフラツクスを被覆したアーク溶接棒を用いて、
第4表の高C鋼、低合金鋼レールにエンクローズ
ドアーク溶接をした。 溶接施行は、I型開先にて500℃に予熱した後、
足部は下向きで多層溶接し、腹部から頭部にかけ
てエンクローズド用当金をあて連続溶接した。頭
部の溶接は、頭部に最適な溶接棒のみを交換し、
連続溶接で頭頂部まで盛り上げ溶接を完了する場
合と、連続溶接を途中で中止し、その後は頭頂部
まで多層溶接を行ない、溶接を完了する場合に分
けて行つた。 このとき足部上部の立ち上がり部において、少
なくとも、1パス以上の溶接終端部(クレータ
ー)を下層にオーバーラツプさせて余盛を形成
し、更にレール腹部から頭部にかけてのエンクロ
ーズドアーク溶接において、溶接電流を240〜
260A(260→240A)で開始し、直ちに190〜240A
の低電流溶接を行つた。又比較として、従来条件
に準じた溶接についても行つた。溶接後、レール
断面全周を均等に加熱する多孔ノズルバーナを用
いて900℃に加熱し、放冷した。更に、頭頂部の
みを加熱する多孔ノズルバーナーを用いて700℃
に加熱し、強制空冷により、頭頂部を焼入れた。
(Industrial Application Field) The present invention relates to a butt covered arc welding method for rails used in railways and the like. (Prior Art) Conventional methods for joining rails include flash butt welding, gas pressure welding, thermite welding, and enclosed arc welding. Among these welding methods, the enclosed arc welding method, as introduced in Japanese Patent Publication No. 56-4350, has the advantage that it is possible to weld rails that are in a restrained state and that the reliability of the joint is high. Therefore, it is often used as an on-site welding method. Due to its intended use, rails are required to have high wear resistance, fatigue damage resistance, and static strength, and the same applies to welded joints, and there are no welding defects such as weld cracks, or there is no practical It must be kept as low as possible. As shown in Fig. 2, the conventional rail butt welding method is to perform multi-layer welding on the rising section 12 from the rail foot 11 to the abdomen, and then continuous welding from the abdomen to the head 13 without removing slag. Perform enclosed arc welding to
Finally, multi-layer welding was performed on the top of the head to complete the butt welding. At this time, in the rising portion 12,
This is a welding method in which the welding end crater portion 15 is kept within the cross section of the rail so that excess buildup is not created. In addition, coated arc welding rods are as shown in Table 1.
JIS Z3213 coated arc welding rods for low-alloy high-strength steel are used. The weld metal formed when such a welding rod is applied to the rail has a carbon content of 0.3%.
Therefore, the difference in pseudo-solidification temperature resulting from the difference in C content between the weld metal rail and the weld metal rail, that is, the solidification temperature of the weld metal is about 1530℃, and that of the rail is about 1530℃.
Due to the temperature being 1470℃, hot cracks occur near the melt boundary (HAZ) of the rail base material. Furthermore, a large amount of martensitic structure is generated in the HAZ even after welding, which also contributes to a decrease in fatigue strength. On the other hand, there have been many studies on the performance of rails in use, and it is clear that pearlite structures are the best in terms of wear resistance and fatigue damage resistance, and that pearlite structures with the same hardness and higher C content are better. is being used. Furthermore, in a weld metal having a C content equivalent to that of the rail, the above-mentioned hot cracking of the HAZ of the rail base material does not occur. For this reason, coated arc welding rods with a high C content, for example 0.4 to 1.0% C, have come to be used. By applying such high C-based coated arc welding rods to enclosed arc welding of rails,
It became possible to suppress the occurrence of hot cracking in the HAZ and the formation of martensite, significantly improving static strength and fatigue strength. Furthermore, the weld metal structure became a pearlite structure, and wear resistance and fatigue damage resistance were improved. (Problems to be Solved by the Invention) However, with high C components, solidification cracking (crater cracking) peculiar to austenite solidification is likely to occur at the weld end crater portion, similar to the case with austenitic stainless steel components. Crater cracking is a solidification crack that occurs in the molten pool at the end of welding with a single covered arc welding rod, and in some cases, this crack propagates and spreads. The size of this crater crack depends on the size of the molten pool in the crater area and the external tensile stress, and the larger these factors, the larger the crack, which will lead to a decrease in the static strength and fatigue strength of the welded joint. It can also be a cause. In particular, when welding is performed with a relatively large welding current value and in a narrow vertical gap, such as in enclosed arc welding, the size of the weld pool and external tensile stress tend to increase, and the occurrence of crater cracking cannot be overlooked. Particularly in rail welding, due to the shape of the multi-layer weld that extends over the abdomen of the upper part of the foot, the welding speed is extremely slow and craters occur due to the need to increase the thickness relative to the length of the bead. This increases in size, and the constraint of the already solidified lower layer causes a large shrinkage strain to be applied to the final solidified portion, making crater cracks more likely to occur. Furthermore, since the enclosed arc welding section from the rail abdomen to the head is continuous welding, it is not possible to remove the slag covering the weld bead unlike in multilayer welding. Therefore, welding is continued while the slag is remelted using a welding arc. Therefore, the welding current is relatively high, typically 250-280A. Therefore, the size of the crater increases, and the size of the crater crack also increases to the extent that it becomes a practical problem. The present invention solves the problems in using the above-mentioned coated arc welding rod and provides a method for welding rails used in railways, etc., which can stably ensure good joint performance. (Means for Solving the Problems) The gist of the present invention is that in butt welding of rails using a coated arc welding rod containing 0.4 to 1.0% C; At the rising part of the upper part of the leg, the end of the upper layer weld bead is overlapped with the end of the lower weld bead to form a surplus, and after the multilayer welding of the leg is completed, enclosed arc welding is performed from the abdomen of the rail to the head. When performing, the welding current value
Start at 240-280A and immediately increase the current value to 190-240A
This is a rail welding method in which the rail is welded continuously to the middle of the head, and then at least one pass or more of multi-layer welding is performed at low current to weld up to the top of the head, completing butt welding. The present invention will be explained in detail below with reference to FIG. FIG. 1 is a drawing showing the welding method of the present invention. First, the rail foot 1 is multi-layer welded in the same way as in the conventional method, and then the craters 3 at the end of the multi-layer weld on the rising part 2 that spans the abdomen of the upper part of the foot are overlapped with the lower layer 4 and are added to the outside of the rail cross section as extra material. put out. At this time, the bead has a downward slope with respect to the traveling direction, and the slope is large at a position where the bead is short.
If the arc is stopped at this point, the crater will flow downwards and take on a wide-spread shape (large ellipticity), resulting in crater cracking, which tends to propagate to the bead in the cross section of the rail. Therefore, in the stacking of the rising part, all the beads are extended as excess layers to the part of the lower layer of the rail cross section with a small slope to stop the arc. As a result, it is possible to form a clean bead without cracks within the cross section of the rail. Furthermore, in the enclosed arc welding section 5 from the rail belly to the head, the welding current at the start is set to 240 to 280 A.
After fully welding the four corners of the final layer of the foot, immediately lower the current value to 190-240A and perform continuous welding. As a result, the size of the bar joint or the final crater can be reduced, and crater cracking can be suppressed. At this time, the welding current value at the start was set to 240 to 280 A because if it is less than 240 A, it is difficult to form a bead that is sufficiently compatible with the already completed lower layer bead, and poor fusion is likely to occur. or,
The reason why we set it to 280A is because if it exceeds that, it becomes too much current and welding work cannot be sustained stably. Immediately after welding starts, that is, once a bead that has sufficiently blended with the lower layer bead is formed, immediately switch the current value to 190 to 240A. The current value in this case is
The reason for setting the current value to 190A or more and 240A or less is that if the current value is smaller than 190A, it will be difficult to remelt the slag, making enclosed arc welding itself impossible.
Also, if the current is larger than 240A, it will be difficult to suppress crater cracking as in the conventional method, and the problem will not be solved. After completing continuous welding from the abdomen to the head 5 in this manner, low current multi-layer welding may be performed only on the top 6 of the head, as the case may be. The reason for this low current is to reduce the size of the crater and suppress crater cracking to a level that does not pose a practical problem. The welding current in this case is
130-160A is desirable. The rail welding method according to the present invention does not cause high liquefaction cracking in the HAZ, the entire layer structure of all welded layers exhibits pearlite, and in addition to improving wear resistance, static strength, and fatigue strength, the high C-based coated arc It also suppresses the occurrence of crater cracking, which is a concern with welding rods, and makes it possible to manufacture high-performance rail welded joints. (Example) The effects of the present invention will be explained in more detail below using Examples. Using an arc welding rod coated with the flux adjusted as shown in Table 3 on the welding core wire shown in Table 2,
Enclosed arc welding was performed on the high C steel and low alloy steel rails shown in Table 4. Welding is carried out after preheating to 500℃ using an I-shaped groove.
The legs were welded in multiple layers facing downward, and an enclosure pad was applied from the abdomen to the head and continuously welded. When welding the head, replace only the welding rod that is most suitable for the head.
Two cases were used: continuous welding to complete the build-up welding to the top of the head, and cases in which continuous welding was stopped midway and multi-layer welding was then performed to the top of the head to complete the welding. At this time, at least one pass or more of the welding end (crater) is overlapped with the lower layer in the rising part of the upper part of the foot to form a surplus, and furthermore, in the enclosed arc welding from the rail abdomen to the head, welding current is 240~
Start at 260A (260→240A) and immediately increase to 190-240A
Low current welding was performed. For comparison, welding was also carried out under conventional conditions. After welding, the rail was heated to 900°C using a multi-hole nozzle burner that evenly heats the entire circumference of the rail cross section, and then allowed to cool. Furthermore, we used a multi-hole nozzle burner to heat only the top of the head to 700℃.
The top of the head was quenched by heating and forced air cooling.

【表】【table】

【表】【table】

【表】【table】

【表】【table】

【表】【table】

【表】 第5表に溶接条件、超音波探傷による欠陥の有
無、静曲げおよび疲労強度の値を示す。 (発明の効果) 以上説明したごとく本発明による溶接方法によ
れば、溶接欠陥はなくなり、更に静曲げ強度、疲
労強度が向上し、軌条の継手性能の安定化を確保
することができる。
[Table] Table 5 shows welding conditions, presence or absence of defects by ultrasonic flaw detection, static bending and fatigue strength values. (Effects of the Invention) As explained above, according to the welding method of the present invention, welding defects are eliminated, static bending strength and fatigue strength are improved, and the joint performance of the rail can be stabilized.

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

第1図は本発明法、第2図は従来法のそれぞれ
レールの溶接法を示す断面図である。 1…レール足部、2…立ち上がり部、3…クレ
ーター、4…下層、5…エンクローズドアーク溶
接部、6…レールの頭頂部。
FIG. 1 is a sectional view showing a rail welding method according to the present invention and FIG. 2 is a conventional method. 1...Rail foot part, 2...Rising part, 3...Crater, 4...Lower layer, 5...Enclosed arc welding part, 6...Rail top part.

Claims (1)

【特許請求の範囲】 1 C;0.4〜1.0%含む被覆アーク溶接棒を用い
たレールの突き合せ溶接において、相対向するレ
ールの脚部を多層溶接する際に、脚上部の立ち上
がり部にて上層溶接ビードの終端部を下層の溶接
ビード終端部にオーバーラツプさせながら余盛を
形成し、脚部多層溶接を完了したのちレール腹部
から頭部にかけてのエンクローズドアーク溶接を
行うに際し、溶接電流値を240〜280Aで開始し、
直ちに電流値を190〜240Aに切換えて頭頂部まで
連続溶接し、突き合せ溶接を完了することを特徴
とするレールの溶接法。 2 C;0.4〜1.0%含む被覆アーク溶接棒を用い
たレールの突き合わせ溶接において、相対向する
レールの脚部を多層溶接する際に、脚上部の立ち
上がり部にて上層溶接ビードの終端部を下層の溶
接ビード終端部にオーバーラツプさせながら余盛
を形成し、脚部多層溶接を完了したのちレール腹
部から頭部にかけてのエンクローズドアーク溶接
を行うに際し、溶接電流値を240〜280Aで開始
し、直ちに電流値を190〜240Aとして頭部の途中
まで連続溶接し、その後頭頂部まで低電流の多層
盛溶接して突き合せ溶接を完了することを特徴と
するレールの溶接法。
[Claims] In butt welding of rails using a coated arc welding rod containing 1C; 0.4 to 1.0%, when the legs of opposing rails are multi-layer welded, the upper layer is welded at the rising part of the upper part of the leg. After the end of the weld bead is overlapped with the end of the weld bead on the lower layer to form a reinforcement, and the multi-layer welding of the legs is completed, when performing enclosed arc welding from the abdomen of the rail to the head, the welding current value is set to 240. Starting at ~280A,
A rail welding method characterized by immediately switching the current value from 190 to 240A and continuous welding to the top of the head to complete butt welding. 2C: In butt welding of rails using a coated arc welding rod containing 0.4 to 1.0%, when multi-layer welding the legs of opposing rails, weld the terminal end of the upper layer weld bead at the rising part of the upper part of the leg to the lower layer. When carrying out enclosed arc welding from the abdomen of the rail to the head after completing the multi-layer welding of the legs by overlapping the end of the weld bead, start the welding current at 240 to 280A and immediately A rail welding method characterized by continuous welding to the middle of the head at a current value of 190 to 240A, and then low-current multi-layer welding to the top of the head to complete butt welding.
JP33608387A 1987-12-28 1987-12-28 Butt welding method for rail Granted JPH01180780A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33608387A JPH01180780A (en) 1987-12-28 1987-12-28 Butt welding method for rail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33608387A JPH01180780A (en) 1987-12-28 1987-12-28 Butt welding method for rail

Publications (2)

Publication Number Publication Date
JPH01180780A JPH01180780A (en) 1989-07-18
JPH0420705B2 true JPH0420705B2 (en) 1992-04-06

Family

ID=18295520

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33608387A Granted JPH01180780A (en) 1987-12-28 1987-12-28 Butt welding method for rail

Country Status (1)

Country Link
JP (1) JPH01180780A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4724756B2 (en) * 2009-01-07 2011-07-13 日置電機株式会社 Substrate inspection apparatus with illumination device for substrate inspection camera
CA2801245C (en) * 2010-06-04 2015-04-28 Csx Transportation Process and apparatus for rail restoration and rail manufacture using welding

Also Published As

Publication number Publication date
JPH01180780A (en) 1989-07-18

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