TWI629134B - Submerged arc welding method on both sides - Google Patents

Submerged arc welding method on both sides Download PDF

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TWI629134B
TWI629134B TW105118551A TW105118551A TWI629134B TW I629134 B TWI629134 B TW I629134B TW 105118551 A TW105118551 A TW 105118551A TW 105118551 A TW105118551 A TW 105118551A TW I629134 B TWI629134 B TW I629134B
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lead
steel plate
welding
sides
wire
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TW105118551A
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TW201707820A (en
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小西浩之
白井将太
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川崎重工業股份有限公司
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K9/00Arc welding or cutting
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K9/00Arc welding or cutting
    • B23K9/18Submerged-arc welding
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K9/00Arc welding or cutting
    • B23K9/23Arc welding or cutting taking account of the properties of the materials to be welded

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  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Plasma & Fusion (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Arc Welding In General (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

本發明之兩側潛弧焊方法係於對於上下排列之Ni鋼板之端部彼此一面利用助焊劑覆蓋一面自兩側進行焊接,其中,使用由Ni基合金構成之第1導線及第2導線作為電極,使朝端部彼此接近之接合區域陸續送出第1導線的第1焊炬沿接合區域移動,且使自第1焊炬之相反側朝接合區域陸續送出第2導線的第2焊炬一面令第2導線之前端以距第1導線之前端10mm以上60mm以下之規定距離而保持於後方,一面沿接合區域移動。 The two-sided submerged arc welding method of the present invention involves welding the ends of Ni steel plates arranged one above the other with a flux covering one side and welding from both sides. Among them, a first wire and a second wire made of a Ni-based alloy are used as welding. The electrode moves the first welding torch that successively sends the first wire toward the bonding area where the ends are close to each other, and causes the second welding torch that successively sends the second wire from the opposite side of the first welding torch toward the bonding area. The front end of the second lead is maintained at a predetermined distance from the front end of the first lead by 10 mm or more and 60 mm or less, while moving along the joint area.

Description

兩側潛弧焊方法 Submerged arc welding method on both sides

本發明係關於一種兩側(double side)潛弧焊方法。 The invention relates to a double side submerged arc welding method.

作為對上下排列之鋼板彼此進行對接焊(橫向焊接)之方法,有如下方法:首先,於向板厚方向之一方及另一方開口之2個溝槽中之一個溝槽的底部進行焊接,繼而利用刨削對另一溝槽的底部進行背面鑿平(back chipping;)之後,於該溝槽的底部進行焊接。相對於此,亦存在為了省略背面鑿平而自兩側同時進行焊接之方法。 As a method for butt welding (horizontal welding) of the steel plates arranged one above the other, there are the following methods: First, welding is performed on the bottom of one of the two grooves which are opened in one of the plate thickness directions and the other, and then After the back chipping of the bottom of another trench is performed by planing, welding is performed on the bottom of the trench. On the other hand, there is also a method of simultaneously welding from both sides in order to omit the back chiseling.

例如,專利文獻1中,公開有如下焊接方法:於母材之兩側分別配置先行電極及後行電極,且將先行電極彼此之間隔設為0~50mm。再者,專利文獻1中公開之焊接方法之實施例中,母材及焊接材料(導線)均為軟鋼,且當焊接時使用保護氣體。 For example, Patent Document 1 discloses a welding method in which a leading electrode and a trailing electrode are respectively arranged on both sides of a base material, and a distance between the leading electrodes is set to 0 to 50 mm. Furthermore, in the embodiment of the welding method disclosed in Patent Document 1, the base material and the welding material (wire) are both mild steel, and a shielding gas is used when welding.

[先前技術文獻] [Prior technical literature]

[專利文獻] [Patent Literature]

[專利文獻1]日本專利特開昭61-206564號公報 [Patent Document 1] Japanese Patent Laid-Open No. 61-206564

然而,於儲存LNG(液化天然氣)或LPG(液化石油氣)等液化氣體之低溫罐中,側壁有時使用低溫韌性優良的Ni鋼板。低溫罐龐 大,故而,上下排列之Ni鋼板彼此之對接焊須於室外之現場進行。又,焊接作業場所多處於高處。自此觀點出發,作為於現場對上下排列之Ni鋼板進行對接焊之方法,希望採用不使用保護氣體、對於端部彼此一面利用助焊劑覆蓋一面自兩側進行焊接的兩側潛弧焊方法。 However, in a low-temperature tank storing a liquefied gas such as LNG (liquefied natural gas) or LPG (liquefied petroleum gas), a Ni steel plate having excellent low-temperature toughness is sometimes used as a sidewall. Low temperature tank Large, therefore, the butt welding of Ni steel plates arranged on top of each other must be carried out on-site. Moreover, the welding work place is often located at a high place. From this point of view, as a method of butt-welding Ni steel plates arranged one above the other at the site, it is desirable to use a two-sided submerged arc welding method in which no shielding gas is used and the ends are welded from both sides with flux to cover each other.

又,於室外之現場難以進行均一之焊接作業。從而,為了防止因焊接作業之不均而使焊接部即接頭之性能降低,有效的是使用由韌性較Ni鋼板更高之Ni基合金構成的導線作為成為電極的導線。 In addition, it is difficult to perform uniform welding operations outdoors. Therefore, in order to prevent the performance of the welded portion, that is, the joint, from being deteriorated due to uneven welding work, it is effective to use a lead made of a Ni-based alloy having a higher toughness than a Ni steel plate as the lead to be an electrode.

然而,本發明之發明者發現,當使用上述之母材(Ni鋼板)與焊接材料(導線)不同之異材接頭時,當母材較厚時能獲得充分高的接頭強度,但當母材較薄時接頭強度降低。 However, the inventors of the present invention have found that when using the above-mentioned dissimilar material joints in which the base material (Ni steel plate) is different from the welding material (wire), a sufficiently high joint strength can be obtained when the base material is thick, but When thin, joint strength decreases.

因此,本發明之目的在於提供一種即便在對接之Ni鋼板較薄之情況下亦能獲得充分高的接頭強度的兩側潛弧焊方法。 Therefore, an object of the present invention is to provide a two-sided submerged arc welding method capable of obtaining a sufficiently high joint strength even when a butted Ni steel sheet is thin.

為了解決上述問題,本發明之發明者經過精心研究後查明,異材接頭中母材之板厚小時接頭強度之下降係由於母材向焊接部中之熔化量(稀釋率)變大。並且發現,若使配置於母材之兩側的電極之前端相互錯開,則能將稀釋率抑制為較低。本發明係基於此觀點完成。 In order to solve the above problems, the inventors of the present invention have found out after careful research that the decrease in joint strength when the plate thickness of the base metal in the dissimilar material joint is small due to the melting amount (dilution rate) of the base material into the welded portion becomes larger. Further, it was found that if the front ends of the electrodes arranged on both sides of the base material are staggered from each other, the dilution rate can be suppressed to be low. The present invention has been completed based on this viewpoint.

即,本發明之兩側潛弧焊方法係對於上下排列之Ni鋼板之端部彼此一面利用助焊劑覆蓋一面自兩側進行焊接,該兩側潛弧焊方法之特徵在於:使用由Ni基合金構成之第1導線及第2導線作為電極;使朝上述端部彼此接近之接合區域陸續送出上述第1導線的第1焊炬沿上述接合區域移動,且使自上述第1焊炬之相反側朝上述接合區域陸續送出上述第2 導線的第2焊炬一面令上述第2導線之前端以距上述第1導線之前端10mm以上60mm以下之規定距離保持於後方,一面沿沿上述接合區域移動。 That is, the two-sided submerged arc welding method of the present invention is to weld the ends of the Ni steel plates arranged one above the other from the two sides with flux, and the two sides of the submerged arc welding method are characterized by using a Ni-based alloy The first conductive wire and the second conductive wire constituted are used as electrodes; the first welding torch which successively sends the first conductive wire toward the joining area where the ends are close to each other is moved along the joining area, and the opposite side of the first welding torch is moved Sending the above second to the above-mentioned junction area The second welding torch of the conducting wire keeps the front end of the second conducting wire at a predetermined distance of 10 mm or more and 60 mm or less from the leading end of the first conducting wire while moving along the joint area.

根據上述構成,第2導線之前端係配置於距第1導線之前端10mm以上之後方,故而,與使其等配置於相同位置之情況相比,Ni鋼板之端部的成為高溫之範圍變窄。從而,Ni鋼板向焊接部中之熔化量變小,能將稀釋率抑制為較低。藉此,能獲得充分高的接頭強度。另一方面,第2導線之前端距第1導線之前端並不超過60mm,故而能抑制焊接部內之熔化不良等缺陷。 According to the above configuration, the front end of the second lead is disposed more than 10 mm from the front end of the first lead. Therefore, compared with the case where they are arranged at the same position, the range of the high temperature of the end portion of the Ni steel plate becomes narrower. . Accordingly, the amount of melting of the Ni steel sheet into the welded portion is reduced, and the dilution rate can be suppressed to be low. Thereby, a sufficiently high joint strength can be obtained. On the other hand, since the front end of the second lead is not more than 60 mm from the front end of the first lead, defects such as poor melting in the welded portion can be suppressed.

可為,於上述端部之至少一方,形成有朝另一方變得尖細、且於上述Ni鋼板之板厚方向之兩側具有傾斜面的根面,上述根面之前端相對於上述Ni鋼板之中心而位於上述第1導線側或上述第2導線側。當根面之前端位於Ni鋼板之中心時,有時會因焊接而使上側之Ni鋼板倒向第2導線側。相對於此,若如上述構成般使根面之前端相對於Ni鋼板之中心而位於第1導線側或第2導線側,則能抑制如此之上側之Ni鋼板之傾倒。 At least one of the end portions may have a root surface that is tapered toward the other side and has inclined surfaces on both sides in the thickness direction of the Ni steel plate, and the front end of the root surface is opposite to the Ni steel plate. The center is located on the first lead side or the second lead side. When the front end of the root surface is located at the center of the Ni steel plate, the Ni steel plate on the upper side may fall to the second lead side due to welding. On the other hand, if the front end of the root surface is positioned on the first lead side or the second lead side with respect to the center of the Ni steel plate as described above, it is possible to suppress the falling of the Ni steel plate on the upper side.

例如,上述Ni鋼板之板厚可為20mm以下。 For example, the thickness of the Ni steel plate may be 20 mm or less.

可於下側之上述Ni鋼板之兩側以與上述Ni鋼板相接之方式配置皮帶,於該皮帶上,以遮蓋上述接合區域之方式堆積上述助焊劑。根據此構成,能配合焊接位置而簡單地變更助焊劑之堆積位置。 A belt may be arranged on both sides of the Ni steel plate on the lower side so as to be in contact with the Ni steel plate, and the flux may be deposited on the belt so as to cover the joint area. According to this configuration, the deposition position of the flux can be easily changed in accordance with the welding position.

根據本發明,即便對接之Ni鋼板較薄時亦能獲得充分高的接頭強度。 According to the present invention, a sufficiently high joint strength can be obtained even when the butted Ni steel sheet is thin.

1‧‧‧Ni鋼板 1‧‧‧Ni steel plate

12‧‧‧根面 12‧‧‧ root surface

13‧‧‧前端 13‧‧‧ front

15‧‧‧接合區域 15‧‧‧ Junction area

21‧‧‧第1導線 21‧‧‧The first wire

22‧‧‧第2導線 22‧‧‧ 2nd wire

31‧‧‧第1焊炬 31‧‧‧The first welding torch

32‧‧‧第2焊炬 32‧‧‧ 2nd welding torch

4‧‧‧皮帶 4‧‧‧ belt

5‧‧‧助焊劑 5‧‧‧Flux

圖1係用於說明本發明之一實施形態之兩側潛弧焊方法的側面圖。 FIG. 1 is a side view for explaining a submerged arc welding method on both sides of an embodiment of the present invention.

圖2係表示第1焊炬及第2焊炬之位置關係的平面圖。 FIG. 2 is a plan view showing a positional relationship between a first welding torch and a second welding torch.

圖3係表示另一根面之形狀之側面圖。 Fig. 3 is a side view showing the shape of another root surface.

圖4係表示實施例1~4及比較例1、2之接頭構造的圖。 FIG. 4 is a diagram showing joint structures of Examples 1 to 4 and Comparative Examples 1 and 2. FIG.

參照圖1及圖2,對本發明之一實施形態之兩側潛弧焊方法進行說明。該兩側潛弧焊方法中,對上下排列之Ni鋼板1彼此進行對接焊(橫向焊接)。具體而言,對於下側之Ni鋼板1之上端部與上側之Ni鋼板1之下端部,一面利用助焊劑5覆蓋一面自兩側進行焊接。 1 and 2, a submerged arc welding method on both sides of an embodiment of the present invention will be described. In this two-side submerged arc welding method, butt welding (lateral welding) of Ni steel plates 1 arranged one above the other is performed. Specifically, the upper end portion of the lower Ni steel plate 1 and the lower end portion of the upper Ni steel plate 1 are covered with a flux 5 while welding from both sides.

於Ni鋼板1之端部彼此接近之接合區域15(所謂之焊接線)之兩側,配置有用作電極之第1導線21及第2導線22。第1導線21係用於在一側先行進行焊接者,第2導線22係用於在相反側稍遲進行焊接者。第1導線21藉由第1焊炬31而朝接合區域15陸續送出,第2導線22藉由第2焊炬32而自第1焊炬31之相反側朝接合區域15陸續送出。 A first lead 21 and a second lead 22 serving as electrodes are arranged on both sides of the bonding region 15 (so-called welding wire) where the ends of the Ni steel sheet 1 are close to each other. The first lead 21 is for a person who performs welding on one side first, and the second lead 22 is for a person who performs welding later on the opposite side. The first lead 21 is successively sent toward the bonding region 15 by the first welding torch 31, and the second lead 22 is successively sent toward the bonding region 15 from the opposite side of the first welding torch 31 by the second welding torch 32.

首先,對於作為母材之Ni鋼板1及作為焊接材料之第1及第2導線21、22進行說明。 First, the Ni steel plate 1 as a base material and the first and second leads 21 and 22 as a welding material will be described.

Ni鋼板1係含有Ni(鎳)作為主添加物之鐵合金。作為該鐵合金中之鎳以外之添加物,例如有C(碳)、Si(矽)、Mn(錳)等(例如,參照日本工業標準JIS G 3127)。例如,Ni鋼板1中之鎳之含量以質量%計為3%以上15%以下。其中,當用於儲存液化氣體之低溫罐時,作為Ni鋼板1,較佳為使用7%Ni鋼或9%Ni鋼。Ni鋼板1典型的是具有鐵氧體之 構造。 The Ni steel sheet 1 is an iron alloy containing Ni (nickel) as a main additive. Examples of additives other than nickel in the iron alloy include C (carbon), Si (silicon), and Mn (manganese) (for example, refer to Japanese Industrial Standard JIS G 3127). For example, the content of nickel in the Ni steel sheet 1 is 3% or more and 15% or less in terms of mass%. Among them, when used for a low-temperature tank for storing liquefied gas, as the Ni steel plate 1, it is preferable to use 7% Ni steel or 9% Ni steel. Ni steel plate 1 is typically structure.

本實施形態之兩側潛弧焊方法亦可用於Ni鋼板1較厚的情況,若用於Ni鋼板1較薄的情況(例如,Ni鋼板1之板厚為20mm以下),則可獲得能防止焊接部即接頭之強度下降的效果。再者,Ni鋼板1之板厚既可為18mm以下,亦可為16mm以下。 The two-sided submerged arc welding method of this embodiment can also be used when the Ni steel plate 1 is thick. If it is used when the Ni steel plate 1 is thin (for example, the thickness of the Ni steel plate 1 is 20 mm or less), it can be prevented The effect of reducing the strength of the welded joint, that is, the joint. The thickness of the Ni steel plate 1 may be 18 mm or less, or 16 mm or less.

本實施形態中,下側之Ni鋼板1之上端部平坦,而於上側之Ni鋼板1之下端部,形成有朝下側之Ni鋼板1之上端部變得尖細、且於Ni鋼板1之板厚方向之兩側具有傾斜面的根面12。藉此,於Ni鋼板1之端部彼此之間,形成有向Ni鋼板1之板厚方向之一方及另一方開口的2個溝槽11。然而,根面12可亦形成於下側之Ni鋼板之上端部。或者,根面12亦可僅形成於下側之Ni鋼板之上端部。 In this embodiment, the upper end portion of the lower Ni steel plate 1 is flat, and the lower end portion of the Ni steel plate 1 on the upper side is formed with the upper end portion of the lower Ni steel plate 1 that is tapered and formed on the Ni steel plate 1. The root surface 12 has inclined surfaces on both sides in the thickness direction. As a result, two grooves 11 are formed between the ends of the Ni steel sheet 1 in one direction and the other in the thickness direction of the Ni steel sheet 1. However, the root surface 12 may also be formed at the upper end portion of the lower Ni steel plate. Alternatively, the root surface 12 may be formed only on the upper end portion of the lower Ni steel plate.

Ni鋼板之端部彼此之間的根部間隙例如為1~3mm。 The root gap between the ends of the Ni steel plate is, for example, 1 to 3 mm.

本實施形態中,根面12之平坦的前端13位於Ni鋼板1之中心CL。然而,如圖3所示,根面12之前端13亦可相對於Ni鋼板1之中心CL而位於第2導線22側。當根面12之前端13位於Ni鋼板1之中心CL時,有時會因焊接而使上側之Ni鋼板1倒向後行之第2導線22側。相對於此,若如圖3所示般,使根面12之前端13相對於Ni鋼板1之中心CL而位於第2導線22側,則能抑制如此之上側之Ni鋼板1之傾倒。該效果即便在根面之前端相對於Ni鋼板1之中心CL而位於第1導線21側時亦同樣可獲得。或者,亦可以根面12之平坦的前端13位於Ni鋼板1之任意一面側的方式,使根面12僅具有1個傾斜面。 In this embodiment, the flat front end 13 of the root surface 12 is located at the center CL of the Ni steel plate 1. However, as shown in FIG. 3, the front end 13 of the root surface 12 may be located on the second lead 22 side with respect to the center CL of the Ni steel plate 1. When the front end 13 of the root surface 12 is located at the center CL of the Ni steel plate 1, the Ni steel plate 1 on the upper side may fall down to the side of the second lead 22 that is backward by welding. On the other hand, if the front end 13 of the root surface 12 is positioned on the second lead 22 side with respect to the center CL of the Ni steel plate 1 as shown in FIG. 3, the falling of the Ni steel plate 1 on the upper side can be suppressed. This effect can be obtained even when the front end of the root surface is located on the first lead 21 side with respect to the center CL of the Ni steel plate 1. Alternatively, the flat front end 13 of the root surface 12 may be located on either side of the Ni steel plate 1 so that the root surface 12 has only one inclined surface.

第1導線21及第2導線22係由韌性較Ni鋼板1更高之Ni 基合金構成。例如,此種Ni基合金中,以質量%計含有55%以上之Ni。Ni基合金中之Ni以外之成分例如有Cu(銅)、Cr(鉻)、Fe(鐵)、Mo(鉬)等。Ni基合金典型的為具有沃斯田鐵構造。第1及第2導線21、22之直徑例如為1.0~3.2mm。 The first lead 21 and the second lead 22 are made of Ni having higher toughness than the Ni steel sheet 1. Base alloy composition. For example, this Ni-based alloy contains 55% or more of Ni in mass%. Examples of components other than Ni in the Ni-based alloy include Cu (copper), Cr (chromium), Fe (iron), and Mo (molybdenum). Ni-based alloys typically have a Vosstian iron structure. The diameters of the first and second lead wires 21 and 22 are, for example, 1.0 to 3.2 mm.

例如,當Ni鋼板1為9%Ni鋼時,作為第1及第2導線21、22,可使用以日本工業標準JIS G 3333 YS9Ni為基準之任意導線。又,此時,作為助焊劑5,可使用例如以日本工業標準JIS G 3333 FS9Ni-H為基準之任意助焊劑。 For example, when the Ni steel plate 1 is 9% Ni steel, as the first and second wires 21 and 22, any wire based on Japanese Industrial Standard JIS G 3333 YS9Ni can be used. In this case, as the flux 5, for example, an arbitrary flux based on Japanese Industrial Standard JIS G 3333 FS9Ni-H can be used.

繼而,對於本實施形態之兩側潛弧焊方法進行詳細說明。 Next, the submerged arc welding method on both sides of this embodiment will be described in detail.

首先,於下側之Ni鋼板1之兩側,以與該Ni鋼板1相接之方式配置皮帶4。該皮帶4係省略圖式之助焊劑供給裝置之一部分。繼而,於皮帶4上,以自兩側遮蓋接合區域15之方式、換而言之以向雙方之溝槽11內填充助焊劑5之方式,堆積粉末形態之助焊劑5。 First, the belts 4 are arranged on both sides of the lower Ni steel plate 1 so as to be in contact with the Ni steel plate 1. This belt 4 is a part of the flux supplying device in which the drawing is omitted. Then, on the belt 4, the flux 5 is deposited in powder form so as to cover the joint area 15 from both sides, in other words, to fill the groove 11 on both sides with the flux 5.

之後,以第1導線21插入至一方溝槽11內、且第2導線22插入至另一方溝槽11內之方式配置第1焊炬31及第2焊炬32。此時,如圖2所示,以第1導線31位於焊接方向之前方、第2導線32位於焊接方向之後方的方式,配置第1焊炬31及第2焊炬32。換而言之,第2導線32之前端距第1導線31之前端規定距離L而位於後方。 After that, the first welding torch 31 and the second welding torch 32 are arranged so that the first lead 21 is inserted into the one groove 11 and the second lead 22 is inserted into the other groove 11. At this time, as shown in FIG. 2, the first welding torch 31 and the second welding torch 32 are arranged such that the first lead 31 is located in front of the welding direction and the second lead 32 is located behind the welding direction. In other words, the front end of the second lead 32 is located rearward from the front end of the first lead 31 by a predetermined distance L.

規定距離L較佳為10mm以上60mm以下。其原因在於,若規定距離L變得過小或過大,則接頭強度會下降。規定距離L更佳為15mm以上,進而更佳為20mm以上。又,規定距離L更佳為50mm以下,更佳為40mm以下。 The predetermined distance L is preferably 10 mm or more and 60 mm or less. The reason is that if the predetermined distance L becomes too small or too large, the joint strength decreases. The predetermined distance L is more preferably 15 mm or more, and even more preferably 20 mm or more. The predetermined distance L is more preferably 50 mm or less, and even more preferably 40 mm or less.

之後,一面對第1導線21及第2導線22施加電壓,一面使第1焊炬31沿接合區域15移動,且使第2焊炬32一面令第2導線22之前端距第1導線21之前端規定距離L而保持於後方,一面沿接合區域15移動。藉此,於雙方之溝槽11的底部形成第1層61。形成第1層61之後,同樣地形成第2層62。再者,若溝槽11內僅埋有第1層61,則無需形成第2層62。 Thereafter, the first welding torch 31 is moved along the bonding area 15 while applying voltage to the first and second conducting wires 21 and 22, and the second welding torch 32 is positioned so that the front end of the second conducting wire 22 is spaced from the first conducting wire 21 The front end is maintained at the rear by a predetermined distance L, and moves along the joint region 15 while being held. Thereby, a first layer 61 is formed on the bottoms of the trenches 11 on both sides. After the first layer 61 is formed, the second layer 62 is similarly formed. Furthermore, if only the first layer 61 is buried in the trench 11, it is not necessary to form the second layer 62.

分別施加於第1導線21及第2導線22之電壓可為交流電壓,但較佳為直流電壓。當為直流電壓時,電壓值例如為20~40V,電流值例如為200~400A。又,第1及第2焊炬31、32之移動速度例如為20~70cm/分。 The voltages applied to the first lead 21 and the second lead 22 may be AC voltages, but are preferably DC voltages. When it is a DC voltage, the voltage value is, for example, 20 to 40V, and the current value is, for example, 200 to 400A. The moving speed of the first and second welding torches 31 and 32 is, for example, 20 to 70 cm / minute.

如以上說明所述,本實施形態之兩側潛弧焊方法中,第2導線2之前端係距第1導線21之前端10mm以上而配置於後方,故而,與將其等配置於相同位置之情況相比,Ni鋼板1之端部的達到高溫之範圍變窄。從而,Ni鋼板1向焊接部中之熔化量變小,能將稀釋率抑制為較低。藉此,能獲得充分高的接頭強度。另一方面,第2導線22之前端不會距第1導線21之前端超過60mm,故而,能抑制焊接部內之熔化不良等缺陷。 As described above, in the submerged arc welding method on both sides of the present embodiment, the front end of the second wire 2 is arranged at a distance of 10 mm or more from the front end of the first wire 21, so it is the same as the position where they are arranged at the same position. As compared with the case, the range in which the end portion of the Ni steel plate 1 reaches a high temperature becomes narrower. Accordingly, the amount of melting of the Ni steel sheet 1 into the welded portion is reduced, and the dilution rate can be suppressed to be low. Thereby, a sufficiently high joint strength can be obtained. On the other hand, since the front end of the second lead 22 does not exceed 60 mm from the front end of the first lead 21, defects such as poor melting in the welded portion can be suppressed.

又,本實施形態中,於皮帶4上堆積助焊劑5,故而,能配合焊接位置而簡單地變更助焊劑5之堆積位置。 In addition, in this embodiment, since the flux 5 is deposited on the belt 4, the deposition position of the flux 5 can be easily changed in accordance with the welding position.

[實施例] [Example]

以下,對於本發明使用實施例進行更詳細的說明。然而,本發明並不限於以下之實施例。 Hereinafter, examples of the present invention will be described in more detail. However, the present invention is not limited to the following examples.

(實施例1) (Example 1)

首先,作為上下排列之2塊Ni鋼板,準備以日本工業標準JIS G 3127 SL9N590為基準的、寬500mm、高200mm、板厚12mm之9%Ni鋼板。下側之Ni鋼板之上端部平坦,於上側之Ni鋼板之下端部,如圖1所示,形成有中央2mm平坦而兩側以45度傾斜的根面。根部間隙設為2mm。 First, as two Ni steel plates arranged one above the other, a 9% Ni steel plate having a width of 500 mm, a height of 200 mm, and a thickness of 12 mm based on the Japanese Industrial Standard JIS G 3127 SL9N590 was prepared. The upper end portion of the lower Ni steel plate is flat, and the lower end portion of the upper Ni steel plate, as shown in FIG. 1, has a root surface that is 2 mm flat in the center and is inclined at 45 degrees on both sides. The root gap was set to 2 mm.

作為用作電極之第1及第2導線,準備以日本工業標準JIS G 3333 YS9Ni為基準的直徑2.4mm的神戸製鋼所公司製造之US-709S,作為助焊劑,準備以日本工業標準JIS G 3333 FS9Ni-H為基準之神戸製鋼所公司製造之PF-N4。 As the first and second lead wires for electrodes, US-709S manufactured by Kobe Steel Co., Ltd. with a diameter of 2.4 mm based on Japanese Industrial Standard JIS G 3333 YS9Ni is prepared. As a flux, Japanese Industrial Standard JIS G 3333 is prepared. FS9Ni-H is the standard PF-N4 manufactured by Kobe Steel.

第1導線之前端與第2導線之前端之間的規定距離L為40mm,向第1及第2導線施加電壓28V、電流360A之直流電壓進行焊接。第1及第2焊炬係以40cm/分之速度移動。藉此,獲得如圖4所示之接頭構造7。 A predetermined distance L between the front end of the first lead and the front end of the second lead was 40 mm, and a direct current voltage of 28 V and a current of 360 A was applied to the first and second leads for welding. The first and second welding torches move at a speed of 40 cm / min. Thereby, the joint structure 7 shown in FIG. 4 is obtained.

(實施例2) (Example 2)

首先,作為上下排列之2塊Ni鋼板,準備以美國試驗材料協會標準ASTM A553為基準的、寬1500mm、高150mm、板厚9.6mm之9%Ni鋼板。於下側之Ni鋼板之上端部,形成有第1導線側之一面側之2mm平坦、且中央及另一面側以15度傾斜的根面。於上側之Ni鋼板之上端部,形成有第1導線側之一面側之2mm平坦、且中央及另一面側以40度傾斜的根面。即,於Ni鋼板之端部彼此之間,僅形成有一個自一面側向另一面側以角度55度張開的1個溝槽。 First, as two Ni steel plates arranged one above the other, a 9% Ni steel plate having a width of 1500 mm, a height of 150 mm, and a thickness of 9.6 mm based on the ASTM A553 standard of the American Society for Testing Materials was prepared. On the upper end portion of the lower Ni steel plate, a root surface that is 2 mm flat on one surface side of the first lead side and is inclined at 15 degrees in the center and the other surface side is formed. On the upper end portion of the Ni steel plate on the upper side, a root surface that is 2 mm flat on one surface side of the first lead side and is inclined at 40 degrees in the center and the other surface side is formed. That is, only one groove is formed between the ends of the Ni steel plate at an angle of 55 degrees from one surface side to the other surface side.

作為用作電極之第1及第2導線,準備直徑1.6mm之林肯電器公司製造之Techalloy 276,作為助焊劑,準備林肯電器公司製造之 P2007。 As the first and second lead wires for electrodes, Techalloy 276 manufactured by Lincoln Electric Corporation with a diameter of 1.6 mm was prepared, and as a flux, a Techalloy 276 manufactured by Lincoln Electric Corporation was prepared. P2007.

第1導線之前端與第2導線之前端之間的規定距離L為25mm,向第1及第2導線施加電壓28V、電流300A之直流電壓進行焊接。第1及第2焊炬係以35cm/分之速度移動。藉此,獲得如圖4所示之接頭構造7。 A predetermined distance L between the front end of the first lead and the front end of the second lead was 25 mm, and a DC voltage of 28 V and a current of 300 A was applied to the first and second leads for welding. The first and second welding torches move at a speed of 35 cm / min. Thereby, the joint structure 7 shown in FIG. 4 is obtained.

(實施例3) (Example 3)

首先,作為上下排列之2塊Ni鋼板,準備以日本工業標準JIS G 3127 SL9N590為基準的、寬500mm、高200mm、板厚12mm的9%Ni鋼板。下側之Ni鋼板之上端部平坦,於上側之Ni鋼板之下端部,如圖1所示,形成有中央2mm平坦且兩側以45度傾斜的根面。根部間隙為2mm。 First, as two Ni steel plates arranged vertically, a 9% Ni steel plate having a width of 500 mm, a height of 200 mm, and a thickness of 12 mm was prepared based on Japanese Industrial Standard JIS G 3127 SL9N590. The upper end portion of the lower Ni steel plate is flat, and the lower end portion of the upper Ni steel plate, as shown in FIG. 1, has a root surface that is flat 2 mm in the center and is inclined at 45 degrees on both sides. The root gap is 2mm.

作為用作電極之第1及第2導線,準備以日本工業標準JIS G 3333 YS9Ni為基準之直徑2.4mm之神戸製鋼所公司製造之US-709S,作為助焊劑,準備以日本工業標準JIS G 3333 FS9Ni-H為基準的神戸製鋼所公司製造之PF-N4。 As the first and second leads used as electrodes, US-709S manufactured by Kobe Steel Co., Ltd. with a diameter of 2.4 mm based on Japanese Industrial Standard JIS G 3333 YS9Ni is prepared. As a flux, Japanese Industrial Standard JIS G 3333 is prepared. FS9Ni-H is based on PF-N4 manufactured by Kobe Steel Co., Ltd.

第1導線之前端與第2導線之前端之間的規定距離L為30mm,向第1及第2導線施加電壓29V、電流300A之直流電壓進行焊接。第1及第2焊炬係以40cm/分之速度移動。藉此,獲得如圖4所示之接頭構造7。 A predetermined distance L between the front end of the first lead and the front end of the second lead was 30 mm, and a DC voltage of 29 V and a current of 300 A was applied to the first and second leads for welding. The first and second welding torches move at a speed of 40 cm / min. Thereby, the joint structure 7 shown in FIG. 4 is obtained.

(實施例4) (Example 4)

第1導線之前端與第2導線之前端之間的規定距離L設為50mm,除此以外與實施例3同樣地獲得接頭構造7。 A joint structure 7 was obtained in the same manner as in Example 3 except that the predetermined distance L between the front end of the first lead and the front end of the second lead was set to 50 mm.

(比較例1) (Comparative example 1)

將第1導線之前端與第2導線之前端設為相同位置(即,規定距離L=0mm),除此以外,與實施例1同樣地獲得接頭構造7。 A joint structure 7 was obtained in the same manner as in Example 1 except that the front end of the first lead and the front end of the second lead were set to the same position (that is, a predetermined distance L = 0 mm).

(比較例2) (Comparative example 2)

將第1導線之前端與第2導線之前端之間的規定距離L設為80mm,除此以外,與實施例3同樣地獲得接頭構造7。 A joint structure 7 was obtained in the same manner as in Example 3 except that the predetermined distance L between the front end of the first lead and the front end of the second lead was set to 80 mm.

(拉伸試驗) (Stretching test)

如圖4所示,自實施例1~4及比較例1、2之接頭構造7中,切取沿與焊接方向正交之方向延伸的帶狀之2個樣本71,對於該等樣本71進行拉伸試驗。拉伸試驗中,將各樣本71向長度方向拉伸,測定當各樣本71之焊接部斷裂時之應力作為拉伸強度。再者,Ni鋼板自身之拉伸強度為750Mpa左右。 As shown in FIG. 4, from the joint structure 7 of Examples 1 to 4 and Comparative Examples 1 and 2, two samples 71 in a band shape extending in a direction orthogonal to the welding direction were cut, and these samples 71 were drawn. Extension test. In the tensile test, each sample 71 was stretched in the longitudinal direction, and the stress when the welded portion of each sample 71 was broken was measured as the tensile strength. The tensile strength of the Ni steel sheet itself is about 750 MPa.

實施例1~4及比較例1、2之接頭構造7之製造條件及拉伸強度示於表1、2。 The manufacturing conditions and tensile strength of the joint structure 7 of Examples 1 to 4 and Comparative Examples 1 and 2 are shown in Tables 1 and 2.

根據表2可知,於將第1導線之前端與第2導線之前端設於相同位置的比較例1中,拉伸強度低於600Mpa,接頭強度降低。相對於此,於使第2導線之前端自第1導線之前端以某程度向後方相離的實施例1~4中,拉伸強度超過690Mpa,可獲得較高的接頭強度。然而,於使第2導線之前端自第1導線之前端大幅地向後方相離的比較例2中,拉伸強度低於680MPa(一樣本中為650MPa),接頭強度降低。 As can be seen from Table 2, in Comparative Example 1 in which the front end of the first lead and the front end of the second lead were located at the same position, the tensile strength was lower than 600 MPa, and the joint strength was reduced. On the other hand, in Examples 1 to 4 in which the front end of the second lead is separated from the front end of the first lead to a certain extent backward, the tensile strength exceeds 690 MPa, and a higher joint strength can be obtained. However, in Comparative Example 2 in which the front end of the second lead was largely separated from the front end of the first lead to the rear, the tensile strength was lower than 680 MPa (650 MPa in the same sample), and the joint strength decreased.

Claims (3)

一種兩側潛弧焊方法,其係對於上下排列之板厚為20mm以下之Ni鋼板之端部彼此一面利用助焊劑覆蓋一面自兩側進行焊接,該兩側潛弧焊方法,其特徵在於,使用由Ni基合金構成之第1導線及第2導線作為電極,使朝上述端部彼此接近之接合區域陸續送出上述第1導線的第1焊炬沿上述接合區域移動,且使自上述第1焊炬之相反側朝上述接合區域陸續送出上述第2導線的第2焊炬一面令上述第2導線之前端以距上述第1導線之前端10mm以上60mm以下之規定距離保持於後方,一面沿上述接合區域移動。A two-sided submerged arc welding method, in which the ends of Ni steel plates with a thickness of 20 mm or less arranged one above the other is welded from both sides with the flux covering one side, the two-sided submerged arc welding method is characterized in that: Using the first lead and the second lead made of Ni-based alloy as electrodes, the first welding torch that successively sends the first lead toward the bonding area where the ends are close to each other moves along the bonding area, and moves from the first The opposite side of the welding torch successively sends out the second welding torch of the second wire to the front side of the second wire so that the front end of the second wire is kept behind at a predetermined distance of 10mm to 60mm from the front end of the first wire. The joint area moves. 如申請專利範圍第1項之兩側潛弧焊方法,其中,於上述端部之至少一方,形成有朝另一方變得尖細、且於上述Ni鋼板之板厚方向之兩側具有傾斜面的根面,上述根面之前端相對於上述Ni鋼板之中心而位於上述第1導線側或上述第2導線側。For example, the method of submerged arc welding on both sides of the scope of patent application, wherein at least one of the ends is formed with a tapered surface toward the other side and inclined surfaces on both sides of the thickness direction of the Ni steel plate. The front end of the root surface is located on the first lead side or the second lead side with respect to the center of the Ni steel plate. 如申請專利範圍第1或2項之兩側潛弧焊方法,其中,於下側之上述Ni鋼板之兩側,以與上述Ni鋼板相接之方式配置皮帶,於該皮帶上,以遮蓋上述接合區域之方式堆積上述助焊劑。For example, the two-sided submerged arc welding method of the scope of application for patents 1 or 2, wherein a belt is arranged on both sides of the above-mentioned Ni steel plate so as to be in contact with the above-mentioned Ni steel plate, and the belt is covered to cover the above. The above-mentioned flux is deposited in the form of a bonding area.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI760843B (en) * 2019-09-12 2022-04-11 日商神戶製鋼所股份有限公司 Submerged arc welding flux, submerged arc welding method, and manufacturing method of submerged arc welding flux

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6722625B2 (en) * 2017-08-24 2020-07-15 株式会社Ihi検査計測 Hybrid welding method and hybrid welding apparatus
JP7441126B2 (en) 2020-06-12 2024-02-29 川崎重工業株式会社 Double-sided submerged arc welding equipment and method
CN114571080B (en) * 2022-04-14 2024-03-22 常州世竟液态金属有限公司 Oblique angle double-sided laser welding method for bulk amorphous alloy and plate

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56158282A (en) * 1980-05-12 1981-12-05 Toyo Kanetsu Kk Submerged arc welding of 9% ni steel
JPS61206563A (en) * 1985-03-08 1986-09-12 Nippon Steel Corp Three o'clock welding method of steel material
JP2001073523A (en) * 1999-09-06 2001-03-21 Bunka Shutter Co Ltd Mounting-angle adjusting method of structure and spacer for adjusting its mounting angle
JP2009241128A (en) * 2008-03-31 2009-10-22 Jfe Steel Corp Method for manufacturing welded steel pipe

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB748531A (en) * 1954-01-04 1956-05-02 Chicago Bridge & Iron Co Improvements in or relating to process of electric arc welding
RU2506148C2 (en) * 2009-02-27 2014-02-10 ДжФЕ СТИЛ КОРПОРЕЙШН Combined welding process using combination of gas-arc welding by metallic electrode and hidden-arc welding, and combined-action arc welding machine
JP5590912B2 (en) * 2010-02-22 2014-09-17 日立造船株式会社 Butt automatic welding equipment for shear-cut steel plates
JP6008530B2 (en) * 2012-03-26 2016-10-19 日立造船株式会社 Submerged arc welding equipment for thick plates

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56158282A (en) * 1980-05-12 1981-12-05 Toyo Kanetsu Kk Submerged arc welding of 9% ni steel
JPS61206563A (en) * 1985-03-08 1986-09-12 Nippon Steel Corp Three o'clock welding method of steel material
JP2001073523A (en) * 1999-09-06 2001-03-21 Bunka Shutter Co Ltd Mounting-angle adjusting method of structure and spacer for adjusting its mounting angle
JP2009241128A (en) * 2008-03-31 2009-10-22 Jfe Steel Corp Method for manufacturing welded steel pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI760843B (en) * 2019-09-12 2022-04-11 日商神戶製鋼所股份有限公司 Submerged arc welding flux, submerged arc welding method, and manufacturing method of submerged arc welding flux

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