WO2018042682A1 - Arc-welding method for joining different materials, joining auxiliary member, and different materials welding joint - Google Patents

Arc-welding method for joining different materials, joining auxiliary member, and different materials welding joint Download PDF

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Publication number
WO2018042682A1
WO2018042682A1 PCT/JP2016/079832 JP2016079832W WO2018042682A1 WO 2018042682 A1 WO2018042682 A1 WO 2018042682A1 JP 2016079832 W JP2016079832 W JP 2016079832W WO 2018042682 A1 WO2018042682 A1 WO 2018042682A1
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Prior art keywords
plate
auxiliary member
joining
hole
joining auxiliary
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PCT/JP2016/079832
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French (fr)
Japanese (ja)
Inventor
励一 鈴木
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株式会社神戸製鋼所
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Publication of WO2018042682A1 publication Critical patent/WO2018042682A1/en

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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
    • B23K9/16Arc welding or cutting making use of shielding gas
    • B23K9/167Arc welding or cutting making use of shielding gas and of a non-consumable electrode
    • 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
    • B23K10/00Welding or cutting by means of a plasma
    • B23K10/02Plasma 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
    • B23K9/16Arc welding or cutting making use of shielding gas
    • B23K9/173Arc welding or cutting making use of shielding gas and of a consumable electrode
    • 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

Definitions

  • the present invention relates to an arc welding method for joining dissimilar materials, a joining auxiliary member, and a dissimilar material welding joint.
  • An example of a conventional dissimilar material joining technique is a method in which through holes are provided in both a steel material and a lightweight material and restrained from above and below with bolts and nuts.
  • a means is known in which a caulking member is inserted from one side under a strong pressure and restrained by a caulking effect (see, for example, Patent Document 1).
  • the steel joint member is pushed into the aluminum alloy material as a punch, and the hole and the joint member are temporarily restrained, then overlapped with the steel material, and sandwiched with both copper electrodes from above and below, Means for resistance-welding a steel material and a joining member by momentarily applying pressure and high current have been proposed (see, for example, Patent Document 2).
  • Patent Document 1 Although the joining method described in Patent Document 1 is a relatively easy method, there is a problem that it cannot be inserted when the strength of the steel is high, and the joining strength depends on the frictional force and the rigidity of the caulking member. Therefore, there is a problem that high joint strength cannot be obtained. In addition, there is a problem that it cannot be applied to a closed cross-sectional structure because it is necessary to press down from both the front and back sides with a jig when inserting.
  • Patent Document 2 cannot be applied to a closed cross-sectional structure, and the resistance welding method has a problem that the equipment is very expensive.
  • Patent Document 3 applies pressure to the steel material surface while causing the aluminum alloy material to plastically flow in a low temperature region, while preventing both materials from melting and preventing the formation of intermetallic compounds.
  • steel and carbon fiber can be joined, because it is said that metal bond strength is obtained.
  • this joining method cannot be applied to a closed cross-sectional structure, and requires a high pressure, so that there is a problem that it is mechanically large and expensive. Also, the bonding force is not so high.
  • the existing dissimilar material joining technology has one or more problems such as (i) the member or groove shape is limited to an open cross-sectional structure, (ii) low joint strength, (iii) high equipment cost. have. For this reason, in order to spread multi-material design combining various materials, (i ′) applicable to both open and closed section structures, (ii ′) sufficiently high joint strength and reliability However, there is a need for a new technology that is easy to use and has all the elements of (iii ') low cost.
  • the present invention has been made in view of the above-mentioned problems, and its purpose is to use an aluminum alloy (hereinafter also referred to as “Al alloy”) or a magnesium alloy (hereinafter also referred to as “Mg alloy”) and a dissimilar steel material.
  • Al alloy aluminum alloy
  • Mg alloy magnesium alloy
  • Arc welding methods and joints for dissimilar materials that can be used with low-cost arc welding equipment that is already popular in the world, and can be joined with strong and reliable quality, and can be applied to both open and closed cross-section structures without restrictions. It is to provide an auxiliary member and a dissimilar material welded joint.
  • the hole of the joining auxiliary member is filled with a weld metal by any one of the following methods (a) to (e), and the second plate is inserted through the weld metal in the hole of the first plate. And welding the joining auxiliary member; Arc welding method for dissimilar materials joining.
  • B Non-gas arc welding method using the welding wire as a melting electrode.
  • C Gas tungsten arc welding method using the welding wire as a non-melting electrode filler.
  • D A plasma arc welding method using the welding wire as a non-melting electrode filler.
  • a coated arc welding method in which a coated arc welding rod from which the weld metal of an iron alloy or Ni alloy is obtained is used as a melting electrode.
  • the second plate has a bulge formed by drawing, The dissimilar material joining arc welding method according to (1), wherein, in the overlapping step, the bulging portion of the second plate is disposed in the hole of the first plate.
  • the arc welding method for joining dissimilar materials according to (1) further comprising: (4) The dissimilar material according to (1), wherein, in the arranging step, an adhesive is applied to at least one opposing surface between the joining auxiliary member and the first plate facing the joining auxiliary member. Arc welding method for joining. (5) For dissimilar material joining according to (1), an adhesive is applied to a boundary portion between the joining auxiliary member and the surface of the first plate during the arranging step or after the filling welding step. Arc welding method. (6) The long axis side length P SX of the hole portion of the auxiliary joining member is 50% or more and 100% or less with respect to the long axis side length B DX of the hole of the first plate. The arc welding method for joining different materials as described.
  • the minor axis side length PSY of the hole portion of the auxiliary joining member is 50% or more and 100% or less with respect to the minor axis side length BDY of the hole of the first plate.
  • the long axis side length P DX of the joining auxiliary member is 105% or more of the long axis side length B DX of the hole of the first plate. Welding method.
  • Thickness P H of the auxiliary bonding member wherein at first 150% or less than 50% of the thickness B H of the plate, dissimilar metals joint for arc welding method according to (1).
  • (11) In the filling welding step, surplus is formed on the surface of the joining auxiliary member, and the major axis side length W DX of the surplus is equal to the major axis side length of the hole of the joining auxiliary member. to P SX, a 105% or more, dissimilar metals joint for arc welding method according to (1).
  • the first plate includes a plurality of holes
  • the joining auxiliary member includes the plurality of holes.
  • the plurality of hole portions of the joining auxiliary member and the plurality of holes provided in the first plate are arranged coaxially and respectively in the same long axis direction;
  • the plurality of holes of the joining auxiliary member are filled with weld metal, and the second plate and the joining auxiliary member are welded via the weld metal in the hole of the upper plate. Arc welding method for joining different materials.
  • a joining auxiliary member made of steel and formed with non-circular holes having different vertical and horizontal lengths.
  • a dissimilar material welded joint comprising: a first plate made of an aluminum alloy or a magnesium alloy; and a second plate made of steel arc-welded to the first plate,
  • the first plate has non-circular holes with different vertical and horizontal lengths facing the overlapping surface with the second plate, It further comprises a steel joining auxiliary member in which non-circular holes having different vertical and horizontal lengths are formed,
  • the joining auxiliary member is disposed on the first plate so that the hole portion is coaxial with a hole provided in the first plate and the major axis directions thereof coincide with each other.
  • the hole portion of the joining auxiliary member is filled with a weld metal of an iron alloy or an Ni alloy, and is melted by the weld metal, the melted second plate, and a part of the joining auxiliary member.
  • Dissimilar material welded joint is formed.
  • (17) The overlapping surface of at least one of the first plate and the second plate is provided with an adhesive provided over the entire circumference around the hole.
  • Dissimilar material welded joint comprising an adhesive provided on at least one facing surface between the joining auxiliary member and the first plate facing the joining auxiliary member.
  • the long axis side length P SX of the hole portion of the joining auxiliary member is 50% or more and 100% or less with respect to the long axis side length B DX of the hole of the first plate.
  • the minor axis side length PSY of the hole portion of the auxiliary joining member is 50% or more and 100% or less with respect to the minor axis side length BDY of the hole of the first plate.
  • a surplus is formed on the surface of the joining auxiliary member, and the major axis side length W DX of the surplus is 105 to the major axis side length P SX of the hole of the joining auxiliary member. % Welded joint according to (15).
  • a dissimilar material of an aluminum alloy or a magnesium alloy and steel can be joined with an inexpensive arc welding equipment with a strong and reliable quality, and both an open sectional structure and a closed sectional structure can be used. Applicable without limitation.
  • FIG. 1B is a cross-sectional view of the dissimilar material welded joint taken along line Ib-Ib in FIG. 1A.
  • FIG. 1B is a cross-sectional view of the dissimilar material welded joint taken along line Ic-Ic in FIG. 1A.
  • FIG. 1 shows the welding operation
  • FIG. 7B is a cross-sectional view illustrating a state in which shear tension is applied to the dissimilar material welded joint in FIG. 7A. It is a perspective view which shows the dissimilar material welded joint of FIG. 8A. It is sectional drawing which shows the state which the up-and-down peeling tension acted on the dissimilar material welded joint of FIG. 7A. It is a perspective view which shows the dissimilar material welded joint of FIG. 9A. It is a perspective view of the dissimilar material welding joint as a comparative example which piled up and welded the aluminum upper board and steel lower board which have a hole. It is sectional drawing of the dissimilar material welded joint of FIG. 10A. FIG.
  • FIG. 10B is a cross-sectional view showing a state in which shear tension is applied to the dissimilar material welded joint in FIG. 10A. It is a perspective view which shows the state which shear tension acted on the dissimilar material welded joint of FIG. 10A, and the junction part shifted
  • FIG. 13B is a cross-sectional view taken along line XIII-XIII in FIG. 13A.
  • FIG. 1 It is a perspective view which shows the open cross-section structure by an L-shaped board and a flat plate to which the dissimilar material welded joint of this embodiment was applied, using the joining auxiliary member which has a some hole part. It is a perspective view which shows the open cross-section structure by two flat plates to which the dissimilar material welded joint of this embodiment was applied, using the joining auxiliary member which has a some hole part. It is the front view and sectional drawing which show an example of the joining auxiliary member which has a some hole part. It is the front view and sectional drawing which show the other example of the joining auxiliary member which has a some hole part. It is the front view and sectional drawing which show the further another example of the joining auxiliary member which has a some hole part.
  • the arc welding method for dissimilar material joining of the present embodiment includes an upper plate 10 (first plate) made of aluminum alloy or magnesium alloy and a lower plate 20 (second plate) made of steel, which are superposed on each other.
  • the dissimilar material welded joint 1 as shown in FIGS. 1A to 1C is obtained by joining by means of an arc welding method to be described later through a steel joining auxiliary member 30.
  • the upper plate 10 is provided with a hole 11 that penetrates in the plate thickness direction and faces the overlapping surface of the lower plate 20. As shown in FIG. 2A, the hole 11 is formed in a non-circular shape having different vertical and horizontal lengths.
  • the joining auxiliary member 30 is formed with non-circular hole portions 33 having different vertical and horizontal lengths.
  • the hole 33 of the joining auxiliary member 30 has a similar shape to the hole 11 of the upper plate 10.
  • the joining auxiliary member 30 is arranged on the upper plate 10 so that the hole 33 is coaxial with the hole 11 provided in the upper plate 10 and the long axis directions a x and b x (see FIG. 2C) coincide with each other.
  • the external shape of the joining auxiliary member 30 is not limited to the rounded rectangle as shown in FIG. 2A, and can be any shape as long as the hole 11 of the upper plate 10 is closed after welding. For example, it may be a rectangle shown in FIGS.
  • the shape of the hole 33 is not limited to a rounded rectangle as shown in FIGS. 2A and 3E, and may be an arbitrary shape. For example, it may be a rectangle shown in FIGS. 3A and 3D, an oval connecting two circles shown in FIG. 3B, or an ellipse shown in FIGS. 3C and 3F.
  • the outer diameter shape of the joining auxiliary member 30 may be similar to the shape of the hole 33 as shown in FIGS. 2A and 3A to 3C, or as shown in FIGS. 3D to 3F. It may be similar to the shape.
  • the hole 33 of the joining auxiliary member 30 is filled with a weld metal 40 of an iron alloy or Ni alloy in which a filler material (welding material) is melted by arc welding, and is melted with the weld metal 40.
  • the molten plate W is formed by the lower plate 20 and a part of the joining auxiliary member 30. Therefore, the fusion
  • a hole making operation for making a hole 11 in the upper plate 10 is performed (step S1).
  • a superposition operation for superposing the upper plate 10 and the lower plate 20 is performed (step S2).
  • the joining auxiliary member 30 is arranged so that the hole 33 is coaxial with the hole 11 provided in the upper plate 10 and the major axis directions a x and b x coincide with each other. 10 (step S3). Then, as shown in FIG.
  • FIG. 2D shows a case where (a) arc welding work is performed using the melting electrode type gas shielded arc welding method.
  • drilling operation in step S1 include a) punching using a punch, b) press punching using a mold, and c) cutting using a laser, plasma, water jet method, or the like.
  • step S4 joins the joining auxiliary member 30 and the lower plate 20 via the weld metal 40 in the hole 11 of the upper plate 10, and fills the hole 33 provided in the joining auxiliary member 30. Is needed to do. Therefore, it is indispensable to insert a filler material (welding material) serving as a filler for arc welding. Specifically, the filler metal is melted and the weld metal 40 is formed by the following four arc welding methods.
  • the melting electrode type gas shielded arc welding method is a welding method generally referred to as MAG (Mig) or MIG (Mig), and uses a solid wire or a flux-cored wire as a filler and arc generating melting electrode, and CO 2.
  • MAG Mog
  • MIG MIG
  • Ar, and He are used to form a sound weld by shielding the weld from the atmosphere with a shielding gas such as Ar, He.
  • the non-gas arc welding method is also called a self-shielded arc welding method, which uses a special flux-cored wire as a filler and arc-generating electrode, and on the other hand, eliminates the need for shielding gas and forms a sound weld. is there.
  • the gas tungsten arc welding method is a kind of gas shielded arc welding method but is a non-melting electrode type and is generally called TIG (tig).
  • TIG tig
  • an inert gas of Ar or He is used as the shielding gas.
  • An arc is generated between the tungsten electrode and the base material, and the filler wire is fed to the arc from the side.
  • the filler wire is not energized, but there is also a hot wire type TIG that energizes to increase the melting rate. In this case, no arc is generated in the filler wire.
  • the plasma arc welding method has the same principle as TIG, it is a welding method in which the arc is contracted and the arc force is increased by the dual system and high speed of gas.
  • the coated arc welding method is an arc welding method in which a coated arc welding rod in which a flux is applied to a metal core wire is used as a filler, and does not require a shielding gas.
  • the material of the filler material (welding material), as long as the weld metal 40 is an Fe alloy, a commonly used welding wire or welding rod can be applied. Note that a Ni alloy is applicable because it does not cause a problem in welding with iron.
  • JIS JIS
  • arc welding methods are used to fill the hole portion 33 of the joining auxiliary member 30 with a filler material.
  • the target position of the filler wire or the welding rod is the long axis direction of the hole portion 33 of the joining auxiliary member 30 as welding progresses. a. Move along x .
  • the weld metal 40 fills the hole 33 of the joining auxiliary member 30 and further forms a surplus Wa on the surface of the joining auxiliary member 30 (see FIGS. 1B and 1C). If no extra space is formed, that is, as shown in FIG. 4A, the hole 33 remains in appearance after welding, the bonding strength is insufficient particularly for external stress in the plate thickness direction (three-dimensional direction). (See FIG. 4B). For this reason, as shown in FIG. 5, by forming the surplus Wa, deformation of the joining auxiliary member 30 is suppressed against external stress in the plate thickness direction (three-dimensional direction), and high joining strength is obtained. It is done.
  • an aluminum upper plate 10 and a steel lower plate 20 are simply overlapped, and a steel or nickel alloy welding wire is formed from the upper plate side.
  • the formed weld metal 40a is aluminum and steel or an alloy of aluminum, steel and nickel. This alloy exhibits an intermetallic compound (IMC) that is brittle because of its high aluminum content. Even if such a dissimilar weld joint 100a seems to be joined at first glance, if a tensile stress is applied in the lateral direction (shear tension), the weld metal 40a is easily broken as shown in FIGS. 8A and 8B.
  • a method is conceivable in which a hole 11 having an appropriate size is formed in the upper plate 10 and a welding material of steel or nickel alloy is melted so as to fill the hole 11.
  • a welding material of steel or nickel alloy is melted so as to fill the hole 11.
  • the weld metal 40b formed of the steel and the welding material which is the lower plate 20 formed at the initial stage of welding does not melt aluminum, an intermetallic compound is not generated, and it has high strength and toughness. And is firmly coupled to the lower plate 20.
  • the weld metal 40b formed in the hole 11 formed in the upper plate 10 has a very small proportion of aluminum melting, and the generation of intermetallic compounds is greatly suppressed, particularly in the central portion. Have.
  • the joining auxiliary member 30 of this embodiment is used so as to withstand the tensile stress in the shearing direction and the stress in the vertical peeling direction due to the problems in the two dissimilar welded joints 100a and 100b. That is, as shown in FIGS. 2A to 2D, a hole is formed in the upper plate 10, and a steel joining auxiliary member 30 having a hole 33 at the center is placed on the same axis, and the upper plate 10 and the bonding member are joined.
  • the weld metal 40 is formed by arc welding so as to fill the inside of the auxiliary member 30.
  • the joining auxiliary member 30, the weld metal 40, and the lower board 20 are weld-joined by the strong metal bond as a cross section.
  • the greatest role of the joining auxiliary member 30 which is wider than the hole 11 provided in the upper plate 10 is resistance to vertical peeling stress. As shown in FIG. 5, it is possible to prevent a phenomenon in which the interface between the upper plate 10 and the weld metal 40 is peeled off by applying an appropriately sized joining auxiliary member 30. Generally, the weld metal 40 breaks after sufficiently plastic deformation.
  • the joining auxiliary member 30 does not adversely affect the initial stress even with respect to the tensile stress in the shear direction, and further, the peeling stress after the welded portion is inclined by 90 ° (see FIG. 11B) due to the base material deformation. The phenomenon that the interface between the upper plate 10 and the weld metal 40 is peeled off due to the change is prevented.
  • the hole 33 of the joining auxiliary member 30 is filled with the weld metal in the hole 11 having the major axis and the minor axis provided in the upper plate 10, and thus the major axis and the minor axis are similar to the hole 11 of the upper plate 10. It has a non-circular shape with an axis.
  • the lower plate 20 and the joining auxiliary member 30 are joined, but the upper plate 10 is not metallicly joined.
  • the weld metal 40 melted into the hole 11 of the upper plate 10 has a non-circular penetration shape. Therefore, even if a force F R to the rotational direction in a plane acts, the lower plate 20 and the auxiliary bonding member 30 can be prevented from being rotated relative to the top plate 10.
  • the auxiliary bonding member 30 to increase the strength against external stress as the area is large and the thickness P H is larger thickness direction (three dimensional directions), desirable. However, if it is larger than necessary, it may cause an increase in weight or excessive protrusion from the surface of the upper plate 10, resulting in aesthetic appearance deterioration and interference with other adjacent members. For this reason, the size of the joining auxiliary member 30 is determined according to the required design.
  • the size (P SX , P SY ) of the hole 33 of the auxiliary joining member 30 is the same as or smaller than the size (P DX , P DY ) of the hole 11 provided in the upper plate 10. There must be. If the size (P SX , P SY ) of the hole portion 33 of the joining auxiliary member 30 is larger, a large amount of Al alloy or Mg alloy is melted by hitting the arc that is at a very high temperature, and a large amount is formed in the formed weld metal 40. This is because an intermetallic compound is formed and is easily embrittled.
  • Al and Mg evaporate, generating a large amount of spatter and fumes and polluting the surrounding environment. It is important in this welding method that Al and Mg are not melted or evaporated as much as possible. Therefore, it is necessary that the weld metal 40 is not exposed until it reaches the height of the joining auxiliary member 30.
  • the joining auxiliary member 30 plays a role of minimizing a gap (gap) g generated on the overlapping surface when the upper plate 10 made of Al alloy or Mg alloy and the lower plate 20 made of steel are overlapped ( 14A).
  • a gap (gap) g generated on the overlapping surface when the upper plate 10 made of Al alloy or Mg alloy and the lower plate 20 made of steel are overlapped ( 14A).
  • the weld metal 40 is thermally contracted, a force acts in a direction in which the lower plate 20 and the joining auxiliary member 30 approach each other.
  • the gap g decreases after welding and the design accuracy of the joint is increased.
  • the material of the steel joining auxiliary member 30 is not particularly limited as long as it is pure iron and an iron alloy, and examples thereof include mild steel, carbon steel, and stainless steel.
  • the various dimensions of the joining auxiliary member 30 are set as follows in relation to the upper plate 10 as shown in FIGS. 15 to 16B.
  • the long axis side length P SX of the hole 33 is designed to be 50% or more and 100% or less with respect to the long axis side length B DX of the hole 11 of the upper plate 10.
  • the short axis side length PSY of the hole 33 is designed to be 50% or more and 100% or less with respect to the short axis side length BDY of the hole 11 of the upper plate 10.
  • the size of the hole 33 of the auxiliary joining member 30 must be the same as or smaller than the size of the hole 11 formed in the upper plate 10 (that is, 100% or less). However, it is not desirable that the size of the hole 33 is too small.
  • FIG. 17B When the major axis side length P SX and the minor axis side length P SY of the hole 33 are less than 50% of the major axis side length B DX and the minor axis side length B DY of the hole 11, FIG. As shown, a gap is formed between the weld metal 40 to be formed and the hole wall of the upper plate 10, and when a stress in the shearing direction is applied, a large positional deviation is likely to occur. Also, as shown in FIG. 17B, the joining assisting member 30 is easily deformed and easily pulled out against the vertical peeling stress.
  • the major axis side length P SX and the minor axis side length P SY of the hole 33 of the joining auxiliary member 30 are the major axis side length B DX and the minor axis side of the hole 11 formed in the upper plate 10. It is desirable that the length B DY is 50% or more for each.
  • the long axis side length P DX of the joining auxiliary member 30 is designed to be 105% or more with respect to the long axis side length B DX of the hole 11 of the upper plate 10.
  • the minor axis side length P DY of the joining auxiliary member 30 is designed to be 105% or more with respect to the minor axis side length B DY of the hole 11 of the upper plate 10.
  • the joining auxiliary member 30 plays a main role as a resistance force when an external stress in the thickness direction, in other words, a stress to be peeled off is applied.
  • the joining auxiliary member 30 is desirable because the outer dimensions are larger and the thickness is larger, the strength is increased against external stress in the plate thickness direction (three-dimensional direction). If the major axis side length P DX and the minor axis side length P DY of the joining auxiliary member 30 are less than 105% of the major axis side length B DX and the minor axis side length B DY of the hole 11, the joining auxiliary member 30 However, when it is elasto-plastically deformed with respect to an external stress in the plate thickness direction, it is easy to obtain an apparent dimension equal to or smaller than the size of the hole 11 of the upper plate 10, and the upper plate 10 is likely to come off. That is, the joining auxiliary member 30 does not exhibit high resistance.
  • the major axis side length P DX and the minor axis side length P DY of the joining auxiliary member 30 are respectively set to 105% of the major axis side length B DX and the minor axis side length B DY of the hole 11 as lower limits. . More preferably, the major axis side length P DX and the minor axis side length P DY of the joining auxiliary member 30 are lower limits of 120% of the major axis side length B DX and the minor axis side length B DY of the hole 11, respectively. It is good to do. On the other hand, there is no need to provide an upper limit in terms of joint strength.
  • the thickness P H of the joining auxiliary member 30 is designed to be 50% or more and 150% or less of the plate thickness B H of the upper plate 10. As mentioned above, the auxiliary bonding member 30 to increase the strength against external stress large external dimensions, and as the thickness P H is larger thickness direction (three dimensional directions), desirable. By increasing the thickness P H of the joining auxiliary member 30 in accordance with the plate thickness B H of the upper plate 10 of the joint, a high resistance is exhibited. When the thickness P H of the joining auxiliary member 30 is less than 50% of the plate thickness B H of the upper plate 10, the joining auxiliary member 30 easily undergoes elasto-plastic deformation with respect to external stress in the plate thickness direction.
  • the thickness P H of the joining auxiliary member 30 is set to 50% of the plate thickness B H of the upper plate 10 as a lower limit.
  • the thickness P H of the joining auxiliary member 30 exceeds 150% of the plate thickness B H of the upper plate 10, there is no problem in the joint strength, but the overhanging shape results in poor appearance. Not only will the weight increase. Therefore, the thickness P H of the joining auxiliary member 30 needs to be 150% or less of the plate thickness B H of the upper plate 10.
  • the major axis side length W DX of the surplus Wa is a short axis.
  • the side length W DY is set to 105% or more of the long axis side length P SX and the short axis side length P SY of the hole 33 of the joining auxiliary member 30.
  • the joining auxiliary member 30 has a role of exerting resistance against external stress in the plate thickness direction (three-dimensional direction), but does not exhibit high resistance unless the hole 33 is completely filled.
  • the coupling area between the joining auxiliary member 30 and the weld metal 40 may be insufficient and may be easily detached.
  • the major axis side length W DX and the minor axis side length W DY are the major axis side length P SX and the minor axis side length P SY of the hole 33 of the auxiliary joining member 30. Will be exceeded.
  • the major axis side length W DX and the minor axis side length W DY of the surplus Wa are 105% or more of the major axis side length P SX and the minor axis side length P SY of the hole 33 of the auxiliary joining member 30, respectively. If this is the case, the overfill is surely formed, so this is the lower limit.
  • the board thickness of the upper board 10 and the lower board 20 is 4.0 mm or less. It is desirable to be. On the other hand, considering the heat input of arc welding, if the plate thickness is excessively thin, it will melt during welding and welding is difficult, so it is desirable that both the upper plate 10 and the lower plate 20 be 0.5 mm or more. .
  • the upper plate 10 can firmly join the aluminum alloy or magnesium alloy, and the lower plate 20 can firmly join the steel material.
  • the adhesive 60 may be applied around the entire circumference of the welded portion at the joint surface of the upper plate 10 and the lower plate 20 in an annular shape.
  • the adhesive 60 may be applied over the entire periphery of the welded portion at the joint surface of the upper plate 10 and the lower plate 20 in the second modification shown in FIGS. 19A and 19B. In this case, the rate of electrolytic corrosion of the upper plate 10, the lower plate 20, and the weld metal 40 can be reduced.
  • an adhesive 60 may be applied to the boundary between the joining auxiliary member 30 and the surface of the upper plate 10 as in the fourth modification shown in FIGS. 22A and 22B.
  • the application can be performed only before the welding process, but in the fourth modification shown in FIGS. 22A and 22B, the application can be performed before or after the welding process. It is.
  • the contact surface with the upper plate 10 of the joining auxiliary member 30 does not necessarily need to be a flat surface as shown in FIG. 23A. That is, as shown in FIGS. 23B and 23C, slits 34a and 34b may be provided on the contact surface of the joining auxiliary member 30 with the upper plate 10 as required.
  • a circumferential slit 34a, a grid-like slit 34b, or a radial slit (not shown) is provided on the contact surface side with the upper plate 10, the application of the adhesive 60 is applied to the gap between the slits 34a and 34b. Since it enters and does not escape, stable bonding is performed and the sealing effect is also ensured. Defining the thickness P H of the auxiliary bonding member 30 in the case of such a non-planar surface is the largest part of the height.
  • a bulging portion 21 may be provided on the lower plate 20 as in a fifth modification shown in FIG.
  • the thickness of the upper plate 10 made of Al or Mg alloy may be large.
  • the plate thickness of the upper plate 10 is large, it is necessary to melt a lot of welding wires in the welding process and fill the hole portion 33 of the joining auxiliary member 30 beyond the hole 11 of the upper plate 10, and the amount of heat becomes excessive.
  • the steel plate of the lower plate 20 is likely to melt away before the filling is completed. For this reason, if the bulging part 21 is provided by the drawing process about the lower board 20, since the volume of the hole 11 becomes small, it can be filled, preventing a melt-off defect.
  • the bulging portion 21 of the lower plate 20 serves as a mark for aligning the upper plate 10 and the lower plate 20, and the bulging portion 21 of the lower plate 20 and the hole of the upper plate 10. 11 can be easily matched, leading to an improvement in the efficiency of the overlaying work.
  • the drawing process of the bulging part 21 restrains the peripheral part of the part in which the bulging part 21 of the lower board 20 is formed with the die
  • the bulging part 21 is shape
  • this welding method of this embodiment can be said to be spot welding with a small joining area, when joining the overlapping portions J of practical members having a certain joining area, this welding method is shown in FIGS. 26A to 26C. As shown, multiple implementations may be performed. Thereby, strong joining is performed in the overlapping portion J.
  • this embodiment can be used for an open cross-sectional structure as shown in FIGS. 26B and 26C, it can be suitably used particularly for a closed cross-sectional structure as shown in FIG. 26A.
  • FIG. 28A to 28C show examples of the joining auxiliary member 30A having a plurality of hole portions 33, respectively.
  • a joining auxiliary member 30A When such a joining auxiliary member 30A is used, a plurality of holes 11 are also formed in the upper plate 10, and a plurality of holes 33 of the joining auxiliary member 30A and a plurality of holes 11 provided in the upper plate 10 are provided. Are arranged on the same axis. And while filling the some hole part 33 of the joining auxiliary member 30 with the weld metal 40, the lower board 20 and the joining auxiliary member 30 are welded.
  • the step of forming the non-circular holes 11 having different vertical and horizontal lengths in the upper plate 10 and the step of overlapping the upper plate 10 and the lower plate 20 are performed.
  • the hole 33 of the joining auxiliary member 30 is filled with the weld metal 40 by the step of arranging on the upper plate 10 so that a x and b x coincide with each other and the following methods (a) to (e): And welding the lower plate 20 and the joining auxiliary member 30 via the weld metal 40 in the hole 11 of the upper plate 10.
  • B Non-gas arc welding method using the welding wire as a melting electrode.
  • C Gas tungsten arc welding method using the welding wire as a non-melting electrode filler.
  • D A plasma arc welding method using the welding wire as a non-melting electrode filler.
  • E A coated arc welding method in which a coated arc welding rod from which an iron alloy or Ni alloy weld metal 40 is obtained is used as a melting electrode.
  • the upper plate 10 of the Al alloy or Mg alloy and the lower plate 20 of the steel can be joined with low-cost arc welding equipment with strong and reliable quality, and the open cross-section structure can be changed to the closed cross-section structure.
  • the bulging portion 21 is formed on the lower plate 20 by drawing, and the bulging portion 21 of the lower plate 20 is disposed in the hole 11 of the upper plate 10 in the overlapping process.
  • a step of applying the adhesive 60 around the hole 11 is further provided on at least one overlapping surface of the upper plate 10 and the lower plate 20.
  • an adhesive agent can act as a sealing material besides joint strength improvement, and can reduce the electrolytic corrosion rate of the upper board 10, the lower board 20, and the weld metal 40.
  • the adhesive 60 is applied to at least one facing surface between the joining auxiliary member 30 and the upper plate 10 facing the joining auxiliary member. Thereby, the electrolytic corrosion rate of the upper plate 10, the joining auxiliary member 30, and the weld metal 40 can be lowered.
  • the adhesive 60 is applied to the boundary between the joining auxiliary member 30 and the surface of the upper plate 10 during the arrangement process or after the filling and welding process. Thereby, the joining strength of the upper board 10 and the joining auxiliary member 30 can be improved. In addition, the effect
  • the long axis side length P SX of the hole 33 of the joining auxiliary member 30 is 50% or more and 100% or less with respect to the long axis side length B DX of the hole 11 of the upper plate 10. It is possible to prevent the intermetallic compound from being suppressed, the displacement due to the shear stress, and the upper plate 10 from coming off due to the vertical peeling stress.
  • the short axis side length P SY of the hole 33 is 50% or more and 100% or less with respect to the short axis side length B DY of the hole 11 of the upper plate 10, the intermetallic compound in the weld metal 40 is formed. It is possible to prevent the displacement of the upper plate 10 due to the suppression and the shear stress, and the upper plate 10 from coming off due to the vertical peeling stress.
  • the joining auxiliary member 30 since the major axis side length P DX of the joining auxiliary member 30 is 105% or more with respect to the major axis side length B DX of the hole 11 of the upper plate 10, the joining auxiliary member 30 is arranged outside the plate thickness direction. It can function as a resistance to stress.
  • the minor axis side length P DY of the joining auxiliary member 30 is 105% or more with respect to the minor axis side length B DY of the hole 11 of the upper plate 10.
  • the joining auxiliary member 30 is external to the plate thickness direction. It can function as a resistance to stress.
  • the joining auxiliary member 30 since the thickness P H of the joining auxiliary member 30 is 50% or more and 150% or less of the plate thickness B H of the upper plate 10, the joining auxiliary member 30 has a plate thickness in consideration of appearance and weight increase. Can act as a resistance to external stress in the direction.
  • the surplus Wa is formed on the surface of the joining auxiliary member, and the major axis side length W DX of the surplus Wa is the major axis side length P of the hole 33 of the joining auxiliary member 30. Since it becomes 105% or more with respect to SX , surplus Wa can function as a resistance force to the external stress of a plate
  • the upper plate 10 is provided with a plurality of holes 11, and the joining auxiliary member 30 includes a plurality of hole portions 33, and is provided in the plurality of hole portions 33 of the joining auxiliary member 30 and the upper plate 10.
  • the plurality of holes 11 are arranged coaxially and the respective major axis directions a x and b x coincide with each other, and the plurality of holes 33 of the joining auxiliary member 30 are respectively filled with the weld metal 40 and
  • the lower plate 20 and the joining auxiliary member 30 are welded through the weld metal 40 in the hole 11 of the plate 10.
  • joining auxiliary member 30 of the present embodiment is made of steel, and is formed with non-circular hole portions 33 having different vertical and horizontal lengths. Thereby, joining auxiliary member 30 is used suitably for the arc welding method for different material joining mentioned above.
  • the dissimilar material welded joint 1 of the present embodiment includes an upper plate 10 made of an aluminum alloy or a magnesium alloy, and a steel lower plate 20 arc-welded to the upper plate 10, and the upper plate 10 It further includes a steel joining auxiliary member 30 that has non-circular holes 11 having different vertical and horizontal lengths facing the overlapping surface with the plate 20, and is formed with non-circular hole portions 33 having different vertical and horizontal lengths.
  • the auxiliary member 30 is disposed on the upper plate 10 so that the hole 33 is coaxial with the hole 11 provided in the upper plate 10 and the major axis directions a x and b x coincide with each other.
  • the hole 33 is filled with a weld metal 40 of iron alloy or Ni alloy, and a melted portion W is formed by the weld metal 40 and a part of the molten lower plate 20 and the joining auxiliary member 30.
  • a weld metal 40 of iron alloy or Ni alloy a weld metal 40 of iron alloy or Ni alloy
  • a melted portion W is formed by the weld metal 40 and a part of the molten lower plate 20 and the joining auxiliary member 30.
  • Example A a lap joint having a combination in which the upper plate 10 is an aluminum alloy A5083 having a plate thickness of 1.6 mm and the lower plate 20 is a 590 MPa class high-tensile steel plate having a plate thickness of 1.4 mm was used.
  • this lap joint uses a JIS Z3312 G78A4MN5CM3T steel welding wire with a diameter of 1.2 mm, and an arc while moving the welding wire by a mag welding method using a mixed gas of Ar 80% + CO 2 20% as a shielding gas. Joined by welding.
  • the welded joint 1 is subjected to a destructive test according to JIS Z3136 “Test spot dimensions and test method for shear test of resistance spot and projection welded joint” and JIS Z3137 “Cross tensile test of resistance spot and projection welded joint”. It was.
  • the long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece.
  • the tensile strength of Z3136 is represented as TSS
  • the tensile strength of Z3137 is represented as CTS.
  • TSS ⁇ 8 kN and CTS ⁇ 5 kN.
  • JASO-CCT Japanese Automobile Standards Organization Corrosion Test
  • JASO-CCT Japanese Automobile Standards Organization Corrosion Test
  • the welded joint is accelerated and corroded in the order of salt spray, drying and wetting.
  • Destructive testing was performed to obtain post-corrosion TSS and post-corrosion CTS.
  • the acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
  • a ⁇ b> 1 is obtained by performing arc welding directly on the upper plate 10 without using a joining auxiliary member and without making a hole in the upper plate 10. Also, no adhesive is used. Since the steel welding wire and the aluminum base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
  • a 2 a rounded round hole 11 having a major axis length of 9.0 mm and a minor axis length of 7.0 mm is provided on the upper plate 10, but arc welding is performed without using the joining auxiliary member 30.
  • No. A3 is obtained by placing the joining auxiliary member 30 on the upper plate 10 which is not perforated and arc welding from above.
  • the material of the joining auxiliary member 30 is JIS G3106 SM490C, and the outer shape is similar to the hole 11 of the upper plate 10 (hereinafter, the material of Example A is the same).
  • the joining auxiliary member 30 is not perforated. As a result, the joining auxiliary member 30 and the upper plate 10 could not penetrate into the lower plate 20 and could not be welded.
  • No. A4 is obtained by placing the auxiliary joining member 30 on the upper plate 10 having a rounded rectangular shape with a major axis length of 9.0 mm and a minor axis length of 7.0 mm, and arc welding from above.
  • the joining auxiliary member 30 is not perforated.
  • the penetration width of the lower plate 20 was very small, and it was easily broken when subjected to a destructive test.
  • No. A5 is obtained by placing the joining auxiliary member 30 on the upper plate 10 that is not perforated and arc welding from above.
  • the joining auxiliary member 30 has a rounded rectangular hole having a major axis length of 9.0 mm and a minor axis length of 7.0 mm.
  • the weld metal was No.
  • A1 since the steel welding wire and the aluminum base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
  • a rounded rectangular joining auxiliary member 30 is placed on the upper plate 10 in which a rounded rectangular hole having a major axis length of 9.0 mm and a minor axis length of 7.0 mm is drilled. Arc welded.
  • the joining auxiliary member 30 is provided with a rounded rectangular hole having an appropriate size within the scope of the present invention. In these test bodies, the aluminum inflow of the weld metal 40 to be formed is suppressed to zero or extremely low due to the presence of the joining auxiliary member 30, and a high-quality weld metal is formed.
  • the post-corrosion TSS and the post-corrosion CTS increase in order as the number of A9 and adhesive application points increases.
  • No. A15 is the thickness P H of the auxiliary bonding member 30 is beyond the most preferred range, the joint performance is good performance without any problem.
  • this is an example that deviates from the most preferable range in that it requires a longer welding time than others and is not beautiful because it lacks in appearance and flatness.
  • Example B a combination lap joint was used in which the upper plate 10 was a magnesium alloy ASTM AZ31B having a plate thickness of 0.8 mm, and the lower plate 20 was a 780 MPa class high strength steel plate having a plate thickness of 1.0 mm.
  • this lap joint is formed by a DC TIG welding method using Ar 100% gas as a shielding gas, and a tungsten electrode and a filler while inserting a steel welding wire of JIS Z3317 W55-1CM3 having a diameter of 1.0 mm as a non-conducting filler. Joining was performed by arc welding while moving the wire.
  • a destructive test was performed on the welded joint 1 in accordance with JIS Z3136 and JIS Z3137.
  • the long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece.
  • the tensile strength of Z3136 is represented as TSS
  • the tensile strength of Z3137 is represented as CTS.
  • TSS ⁇ 4 kN and CTS ⁇ 3 kN.
  • JASO-CCT is performed on the welded joint 1 for 28 days, and then a destructive test is performed in the same manner to perform post-corrosion TSS and post-corrosion CTS. Acquired.
  • the acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
  • No. B1 does not use a joining auxiliary member, does not make a hole in the upper plate 10, and performs direct arc welding on the upper plate 10.
  • No adhesive is used. Since the steel welding wire and the magnesium base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
  • No. B2 is provided with an elliptical hole 11 consisting of a semicircle-rectangle-semicircle having a major axis length of 7.0 mm and a minor axis length of 5.0 mm on the upper plate 10, but arc welding without using a joining auxiliary member. It has been implemented. No. Compared to B1, the amount of magnesium alloy mixed in the weld metal is reduced, so the amount of intermetallic compounds is small and the degree of embrittlement is low, but still TSS and CTS are low.
  • No. B3 is obtained by placing the joining auxiliary member 30 on the upper plate 10 that is not perforated and arc welding from above.
  • the material of the joining auxiliary member 30 is JIS G3101 SS400, and the outer shape is circular (hereinafter, the material of Example B and the outer diameter shape are the same).
  • the joining auxiliary member 30 is not perforated.
  • the penetration width of the lower plate 20 was very small, and it was easily broken when subjected to a destructive test.
  • No. B4 is No.
  • the joining auxiliary member 30 is placed on the upper plate 10 in which the oval hole 11 similar to B2 is drilled, and arc welding is performed thereon.
  • the joining auxiliary member 30 is not perforated.
  • the penetration width of the lower plate 20 was very small, and it was easily broken when subjected to a destructive test.
  • No. B5 is obtained by placing the joining auxiliary member 30 on the upper plate 10 that is not perforated and arc welding from above.
  • the joining auxiliary member 30 is formed with a hole having a diameter of 3.8 mm.
  • the weld metal was No. Similar to B1, since the steel welding wire and the magnesium alloy base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
  • No. B6 to B17 are circular joining aids on the upper plate 10 in which an elliptical hole 11 made of a semicircle-rectangle-semicircle having a major axis length of 7.0 mm ⁇ minor axis length of 5.0 mm is formed.
  • the member 30 is placed and arc-welded from above.
  • the joining auxiliary member 30 is provided with an oval hole having an appropriate size within the scope of the present invention. In these test bodies, the magnesium inflow of the weld metal 40 to be formed is suppressed to zero or extremely low due to the presence of the joining auxiliary member 30, and the high-quality weld metal 40 is formed.
  • CTS was also obtained.
  • the specimens (B7 to B17) coated with an adhesive at an appropriate location have the effect of preventing electrolytic corrosion at the magnesium alloy-steel interface, and the decrease in CTS and TSS due to corrosion is suppressed, and after high corrosion.
  • CTS and TSS are shown. Specifically, no. For B6, no. B7, No. B8, No. It can be seen that the post-corrosion TSS and the post-corrosion CTS increase in order as the number of B9 and adhesive application points increases.
  • Example C a combination lap joint was used in which the upper plate 10 was an aluminum alloy A6061 with a plate thickness of 3.6 mm, and the lower plate 20 was a 400 MPa class steel plate with a plate thickness of 2.6 mm.
  • the lap joint was joined by arc welding while moving the welding rod by a coated arc welding method using a JIS Z3224 ENi6062 Ni alloy-coated arc welding rod having a diameter of 4.0 mm.
  • a deep drawing process using a punch is performed on the welded portion of the lower plate 20 to enter a height of 1.8 mm, that is, the center of the thickness of the hole 11 provided in the upper plate 10.
  • a destructive test was performed on the welded joint 1 in accordance with JIS Z3136 and JIS Z3137.
  • the long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece.
  • the tensile strength of Z3136 is represented as TSS
  • the tensile strength of Z3137 is represented as CTS.
  • TSS 9 kN
  • CTS ⁇ 6 kN.
  • JASO-CCT was performed on welded joint 1 for 28 days, and then a destructive test was performed in the same manner. CTS was obtained after corrosion.
  • the acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
  • No. C3 is obtained by placing the joining auxiliary member 30 on the upper plate 10 that is not perforated and arc welding from above.
  • the material of the joining auxiliary member 30 is JIS G4051 S12C, and the outer diameter shape is a rounded square (hereinafter, the material of Example C and the outer diameter shape are the same).
  • the joining auxiliary member 30 is not perforated. As a result, the joining auxiliary member 30 and the upper plate 10 could not penetrate into the lower plate 20 and could not be welded.
  • No. C4 is obtained by placing the joining auxiliary member 30 on the upper plate 10 having an elliptical hole having a major axis of 12.0 mm and a minor axis of 9.0 mm, and arc welding from above.
  • the joining auxiliary member 30 is not perforated.
  • the penetration width of the lower plate 20 was very small, and it was easily broken when subjected to a destructive test.
  • No. C5 is obtained by placing the joining auxiliary member 30 on the upper plate 10 which is not perforated and arc welding from above.
  • the joining auxiliary member 30 has a diameter of 7.0 mm.
  • the weld metal was No. Similar to C1, since the Ni alloy welding rod and the magnesium alloy base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
  • No. C6 to C13 are obtained by mounting a rounded square joining auxiliary member 30 on the upper plate 10 having an elliptical hole having a major axis of 12.0 mm and a minor axis of 9.0 mm, and arc welding from above. .
  • the joining auxiliary member 30 is provided with an oval hole having an appropriate size within the scope of the present invention. In these specimens, the aluminum inflow of the weld metal formed is suppressed to zero or extremely low due to the presence of the joining auxiliary member 30, and a high quality weld metal is formed.
  • CTS was also obtained.
  • the plate thickness of the upper plate 10 is relatively thick at 3.6 mm, the distance between the joining auxiliary member 30 and the lower plate 20 is reduced at the welded portion by deep drawing of the lower plate 20, improving the welding efficiency and preventing the falling-off. The effect was obtained.
  • the test specimens (No. C7 to C11) coated with an adhesive at appropriate locations have the effect of preventing electrolytic corrosion at the aluminum / steel interface, and the decrease in CTS and TSS due to corrosion is suppressed, resulting in high corrosion. Post CTS and TSS were shown.
  • Example D a combination lap joint was used in which the upper plate 10 was an aluminum alloy A6N01 having a plate thickness of 1.2 mm, and the lower plate 20 was an SPCC steel plate having a plate thickness of 1.2 mm.
  • the lap joint was joined by arc welding while moving the welding wire by a self-shielded arc welding method using a JIS Z3313 T49YT4-0NA steel flux cored wire having a diameter of 1.2 mm.
  • a destructive test was performed on the welded joint 1 in accordance with JIS Z3136 and JIS Z3137.
  • the long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece.
  • the tensile strength of Z3136 is represented as TSS
  • the tensile strength of Z3137 is represented as CTS.
  • TSS ⁇ 6 kN
  • CTS ⁇ 4 kN.
  • JASO-CCT was performed on welded joint 1 for 28 days, and then a destructive test was performed in the same manner. TSS and post-corrosion CTS were obtained. The acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
  • No. D ⁇ b> 1 is obtained by performing arc welding directly on the upper plate 10 without using a joining auxiliary member and without making a hole in the upper plate 10. No adhesive is used. Since the steel welding wire and the aluminum base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, and had low TSS and CTS.
  • No. D3 to D5 are obtained by mounting a circular joining auxiliary member 30 obtained by processing a JIS G3106 SM490A material on an upper plate 10 having a rectangular hole of 9.0 mm ⁇ 6.0 mm and arc welding from above. It is.
  • the joining auxiliary member 30 is provided with a rectangular hole having an appropriate size within the scope of the present invention. In these test bodies, the aluminum inflow of the weld metal 40 to be formed is suppressed to zero or extremely low due to the presence of the joining auxiliary member 30, and the high-quality weld metal 40 is formed.
  • Example E a combination lap joint was used in which the upper plate 10 was an aluminum alloy A7N01 having a plate thickness of 4.0 mm, and the lower plate 20 was a 1180 MPa class high-tensile steel plate having a plate thickness of 3.0 mm. A bulging portion 21 having a height of 2.0 mm was formed at a portion to be welded of the lower plate 20 by drawing.
  • this lap joint uses a JIS Z3321 YS309L stainless steel welding wire with a diameter of 1.2 mm, and is a welding wire by a plasma arc welding method in which shielding gas: Ar 99% + H 2 1% and plasma gas: Ar 100%. It was joined by arc welding while moving.
  • the welded joint 1 is subjected to a destructive test according to JIS Z3136 “Test spot dimensions and test method for shear test of resistance spot and projection welded joint” and JIS Z3137 “Cross tensile test of resistance spot and projection welded joint”. It was.
  • the long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece.
  • the tensile strength of Z3136 is represented as TSS
  • the tensile strength of Z3137 is represented as CTS.
  • TSS 10 kN
  • CTS tensile strength of Z3137
  • JASO-CCT was performed on the welded joint 1 for 28 days, and then a destructive test was performed in the same manner, and after corrosion TSS and corrosion Post CTS was obtained.
  • the acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
  • No. E1 to E3 are obtained by placing a rectangular joining auxiliary member 30 made of SUS304 stainless steel on the top plate 10 having a rounded rectangular hole of 21.0 mm ⁇ 18.0 mm and arc welding from above. is there.
  • the joining auxiliary member 30 is provided with a rounded rectangular hole having an appropriate size within the scope of the present invention.
  • the aluminum inflow to the weld metal 40 to be formed is suppressed to zero or extremely low by the presence of the joining auxiliary member 30, and a high-quality weld metal is formed.
  • the plate thickness of the upper plate 10 is comparatively thick at 4.0 mm, the distance between the auxiliary joining member 30 and the lower plate 20 is reduced at the welded portion by deep drawing of the lower plate 20 to improve the welding efficiency and prevent the metal from falling off. The effect was obtained.
  • the test body No. which applied the adhesive material to an appropriate location.
  • E1 and E3 have the effect of preventing electrolytic corrosion at the aluminum-steel interface, and the decrease in CTS and TSS due to corrosion was suppressed, and high post-corrosion CTS and TSS were shown.
  • the test body No. with no adhesive was used.
  • no. E3 is coated with an adhesive, and the post-corrosion TSS and post-corrosion CTS are improved.

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Abstract

A different materials welding joint (1) is provided with: an upper plate (10) that is made of an aluminum alloy or a magnesium alloy; and a lower plate (20) that is made of steel and is arc-welded to the upper plate (10), wherein the upper plate (10) has a noncircular hole (11) that is different in length and breadth and that faces a surface superposed on the lower plate (20). The different materials welding joint (1) is further provided with a joining auxiliary member (30) which is made of steel and in which a noncircular hole part (33) different in length and breadth is formed. The joining auxiliary member (30) is arranged on the upper plate (10) so that the hole part (33) become coaxial to the hole (11) provided to the upper plate (10) and the respective long-axis directions ax and bx match each other, the hole part (33) of the joining auxiliary member (30) is filled with a welding metal (40) made of an iron alloy or Ni alloy, and a melting part (W) is formed by the welding metal (40), and portions of the lower plate (20) and the joining auxiliary member (30) which have been melted.

Description

異材接合用アーク溶接法、接合補助部材、及び、異材溶接継手Arc welding method for joining dissimilar materials, joining auxiliary member, and dissimilar material welding joint
 本発明は、異材接合用アーク溶接法、接合補助部材、及び、異材溶接継手に関する。 The present invention relates to an arc welding method for joining dissimilar materials, a joining auxiliary member, and a dissimilar material welding joint.
 自動車を代表とする輸送機器には、(a)有限資源である石油燃料消費、(b)燃焼に伴って発生する地球温暖化ガスであるCO、(c)走行コストといった各種の抑制を目的として、走行燃費の向上が常に求められている。その手段としては、電気駆動の利用など動力系技術の改善の他に、車体重量の軽量化も改善策の一つである。軽量化には現在の主要材料となっている鋼を、軽量素材であるアルミニウム合金、マグネシウム合金、炭素繊維などに置換する手段がある。しかし、全てをこれら軽量素材に置換するには、高コスト化や強度不足になる、といった課題があり、解決策として鋼と軽量素材を適材適所に組み合わせた、いわゆるマルチマテリアルと呼ばれる設計手法が注目を浴びている。 For transportation equipment such as automobiles, the purpose is (a) consumption of petroleum fuel, which is a finite resource, (b) CO 2 , which is a global warming gas generated by combustion, and (c) travel costs. As a result, improvement in driving fuel consumption is always required. In addition to improving power system technology such as the use of electric drive, reducing the weight of the vehicle body is one of the measures. For weight reduction, there is a means of replacing steel, which is currently the main material, with lightweight materials such as aluminum alloy, magnesium alloy, and carbon fiber. However, there are issues such as high costs and insufficient strength to replace everything with these lightweight materials. As a solution, a so-called multi-material design method that combines steel and lightweight materials in the right place is drawing attention. Have been bathed.
 鋼と上記軽量素材を組み合わせるには、必然的にこれらを接合する箇所が出てくる。鋼同士やアルミニウム合金同士、マグネシウム合金同士では容易である溶接が、異材では極めて困難であることが知られている。この理由として、鋼とアルミニウムあるいはマグネシウムの溶融混合部には極めて脆い性質である金属間化合物(IMC)が生成し、引張や衝撃といった外部応力で溶融混合部が容易に破壊してしまうことにある。このため、抵抗スポット溶接法やアーク溶接法といった溶接法が異材接合には採用できず、他の接合法を用いるのが一般的である。鋼と炭素繊維の接合も、後者が金属ではないことから溶接を用いることができない。 In order to combine steel and the above lightweight materials, there will inevitably be places where they are joined. It is known that welding, which is easy with steels, aluminum alloys, and magnesium alloys, is extremely difficult with different materials. The reason for this is that an intermetallic compound (IMC), which is extremely brittle, is formed in the melt-mixed portion of steel and aluminum or magnesium, and the melt-mixed portion is easily broken by an external stress such as tension or impact. . For this reason, welding methods such as resistance spot welding and arc welding cannot be adopted for dissimilar material joining, and other joining methods are generally used. For joining steel and carbon fiber, welding cannot be used because the latter is not a metal.
 従来の異材接合技術の例としては、鋼素材と軽量素材の両方に貫通穴を設けてボルトとナットで上下から拘束する手段があげられる。また、他の例としては、かしめ部材を強力な圧力をかけて片側から挿入し、かしめ効果によって拘束する手段が知られている(例えば、特許文献1参照)。 An example of a conventional dissimilar material joining technique is a method in which through holes are provided in both a steel material and a lightweight material and restrained from above and below with bolts and nuts. As another example, a means is known in which a caulking member is inserted from one side under a strong pressure and restrained by a caulking effect (see, for example, Patent Document 1).
 さらに、他の例としては、アルミ合金素材に鋼製の接合部材をポンチとして押し込むことで穴あけと接合部材を仮拘束し、次に鋼素材と重ね合わせ、上下両方から銅電極にて挟み込んで、圧力と高電流を瞬間的に与えて鋼素材と接合部材を抵抗溶接する手段が提案されている(例えば、特許文献2参照)。 Furthermore, as another example, the steel joint member is pushed into the aluminum alloy material as a punch, and the hole and the joint member are temporarily restrained, then overlapped with the steel material, and sandwiched with both copper electrodes from above and below, Means for resistance-welding a steel material and a joining member by momentarily applying pressure and high current have been proposed (see, for example, Patent Document 2).
 また、他の例としては、摩擦攪拌接合ツールを用いてアルミ合金と鋼の素材同士を直接接合する手段も開発されている。(例えば、特許文献3参照)。 As another example, means for directly joining aluminum alloy and steel materials using a friction stir welding tool has been developed. (For example, refer to Patent Document 3).
日本国特開2002-174219号公報Japanese Unexamined Patent Publication No. 2002-174219 日本国特開2009-285678号公報Japanese Unexamined Patent Publication No. 2009-285678 日本国特許第5044128号公報Japanese Patent No. 5044128
 しかしながら、ボルトとナットによる接合法は、鋼素材と軽量素材が閉断面構造を構成するような場合(図26A参照)、ナットを入れることができず適用できない。また、適用可能な開断面構造の継手の場合(図26B、図26C参照)でも、ナットを回し入れるのに時間を要し能率が悪いという課題がある。 However, the joining method using bolts and nuts cannot be applied when the steel material and the lightweight material form a closed cross-sectional structure (see FIG. 26A) because the nut cannot be inserted. Further, even in the case of a joint having an applicable open cross-section structure (see FIGS. 26B and 26C), there is a problem that it takes time to turn the nut and the efficiency is poor.
 また、特許文献1に記載の接合法は、比較的容易な方法ではあるが、鋼の強度が高い場合には挿入できない問題があり、且つ、接合強度は摩擦力とかしめ部材の剛性に依存するので、高い接合強度が得られないという問題がある。また、挿入に際しては表・裏両側から治具で押さえ込む必要があるため、閉断面構造には適用できないという課題もある。 Moreover, although the joining method described in Patent Document 1 is a relatively easy method, there is a problem that it cannot be inserted when the strength of the steel is high, and the joining strength depends on the frictional force and the rigidity of the caulking member. Therefore, there is a problem that high joint strength cannot be obtained. In addition, there is a problem that it cannot be applied to a closed cross-sectional structure because it is necessary to press down from both the front and back sides with a jig when inserting.
 さらに、特許文献2に記載の接合法も、閉断面構造には適用できず、また、抵抗溶接法は設備が非常に高価であるという課題がある。 Furthermore, the joining method described in Patent Document 2 cannot be applied to a closed cross-sectional structure, and the resistance welding method has a problem that the equipment is very expensive.
 特許文献3に記載の接合法は、アルミ合金素材を低温領域で塑性流動させながら鋼素材面に圧力をかけることで、両素材が溶融し合うことがなく、金属間化合物の生成を防止しながら金属結合力が得られるとされ、鋼と炭素繊維も接合可能という研究成果もある。しかしながら、本接合法も閉断面構造には適用できず、また高い圧力を必要とするので機械的に大型となり、高価であるという問題がある。また、接合力としてもそれほど高くならない。 The joining method described in Patent Document 3 applies pressure to the steel material surface while causing the aluminum alloy material to plastically flow in a low temperature region, while preventing both materials from melting and preventing the formation of intermetallic compounds. There is a research result that steel and carbon fiber can be joined, because it is said that metal bond strength is obtained. However, this joining method cannot be applied to a closed cross-sectional structure, and requires a high pressure, so that there is a problem that it is mechanically large and expensive. Also, the bonding force is not so high.
 したがって、既存の異材接合技術は、(i)部材や開先形状が開断面構造に限定される、(ii)接合強度が低い、(iii)設備コストが高価であるといった一つ以上の問題を持っている。このため、種々の素材を組み合わせたマルチマテリアル設計を普及させるためには、(i’)開断面構造と閉断面構造の両方に適用できる、(ii’)接合強度が十分に高く、かつ信頼性も高い、(iii’)低コストであるという全ての要素を兼ね備えた、使いやすい新技術が求められている。 Therefore, the existing dissimilar material joining technology has one or more problems such as (i) the member or groove shape is limited to an open cross-sectional structure, (ii) low joint strength, (iii) high equipment cost. have. For this reason, in order to spread multi-material design combining various materials, (i ′) applicable to both open and closed section structures, (ii ′) sufficiently high joint strength and reliability However, there is a need for a new technology that is easy to use and has all the elements of (iii ') low cost.
 本発明は、前述した課題に鑑みてなされたものであり、その目的は、アルミニウム合金(以下「Al合金」とも言う)もしくはマグネシウム合金(以下、「Mg合金」とも言う)と鋼の異材を、既に世に普及している安価なアーク溶接設備を用いて、強固かつ信頼性の高い品質で接合でき、かつ開断面構造にも閉断面構造にも制限無く適用できる、異材接合用アーク溶接法、接合補助部材、及び、異材溶接継手を提供することにある。 The present invention has been made in view of the above-mentioned problems, and its purpose is to use an aluminum alloy (hereinafter also referred to as “Al alloy”) or a magnesium alloy (hereinafter also referred to as “Mg alloy”) and a dissimilar steel material. Arc welding methods and joints for dissimilar materials that can be used with low-cost arc welding equipment that is already popular in the world, and can be joined with strong and reliable quality, and can be applied to both open and closed cross-section structures without restrictions. It is to provide an auxiliary member and a dissimilar material welded joint.
 ここで、Al合金もしくはMg合金と鋼を溶融接合させようとすると、上述したように金属間化合物(IMC)の生成が避けられない。一方、鋼同士の溶接は最も高い接合強度と信頼性を示すことは、科学的にも実績的にも自明である。
 そこで、本発明者らは、鋼同士の溶接を結合力として用い、さらに拘束力を利用して異材の接合を達成する手段を考案した。
Here, when it is going to melt-join Al alloy or Mg alloy, and steel, the production | generation of an intermetallic compound (IMC) is unavoidable as mentioned above. On the other hand, it is obvious scientifically and practically that welding between steels shows the highest joint strength and reliability.
Therefore, the present inventors have devised means for achieving the joining of different materials by using welding between steels as a coupling force and further using a binding force.
 従って、本発明の上記目的は、下記の構成により達成される。
(1) アルミニウム合金もしくはマグネシウム合金製の第1の板と、鋼製の第2の板と、を接合する異材接合用アーク溶接法であって、
 前記第1の板に縦横長さの異なる非円形の穴を空ける工程と、
 前記第1の板と前記第2の板を重ね合わせる工程と、
 縦横長さの異なる非円形の穴部が形成される鋼製の接合補助部材を、該穴部が前記第1の板に設けられた穴と同軸、且つ、それぞれの長軸方向が一致するように前記第1の板上に配置する工程と、
 以下の(a)~(e)のいずれかの手法によって、前記接合補助部材の穴部を溶接金属で充填すると共に、前記第1の板の穴内の前記溶接金属を介して前記第2の板及び前記接合補助部材を溶接する工程と、
を備える異材接合用アーク溶接法。
(a)鉄合金、または、Ni合金の前記溶接金属が得られる溶接ワイヤを溶極として用いるガスシールドアーク溶接法。
(b)前記溶接ワイヤを溶極として用いるノンガスアーク溶接法。
(c)前記溶接ワイヤを非溶極フィラーとして用いるガスタングステンアーク溶接法。
(d)前記溶接ワイヤを非溶極フィラーとして用いるプラズマアーク溶接法。
(e)鉄合金、または、Ni合金の前記溶接金属が得られる被覆アーク溶接棒を溶極として用いる被覆アーク溶接法。
(2) 前記第2の板には、絞り加工により膨出部が形成されており、
 前記重ね合わせ工程において、前記第2の板の膨出部が、前記第1の板の穴内に配置される、(1)に記載の異材接合用アーク溶接法。
(3) 前記重ね合わせ工程の前に、前記第1の板と前記第2の板の少なくとも一方の重ね合せ面には、前記穴の周囲に、全周に亘って接着剤を塗布する工程を、さらに備える、(1)に記載の異材接合用アーク溶接法。
(4) 前記配置工程において、前記接合補助部材と、該接合補助部材と対向する前記第1の板との間の少なくとも一方の対向面に、接着剤を塗布する、(1)に記載の異材接合用アーク溶接法。
(5) 前記配置工程の際、又は、前記充填溶接工程後に、前記接合補助部材と、前記第1の板の表面との境界部に接着剤を塗布する、(1)に記載の異材接合用アーク溶接法。
(6) 前記接合補助部材の穴部の長軸側長さPSXは、前記第1の板の穴の長軸側長さBDXに対し50%以上100%以下である、(1)に記載の異材接合用アーク溶接法。
(7) 前記接合補助部材の穴部の短軸側長さPSYは、前記第1の板の穴の短軸側長さBDYに対し50%以上100%以下である、(1)に記載の異材接合用アーク溶接法。
(8) 前記接合補助部材の長軸側長さPDXは、前記第1の板の穴の長軸側長さBDXに対し105%以上である、(1)に記載の異材接合用アーク溶接法。
(9) 前記接合補助部材の短軸側長さPDYは、前記第1の板の穴の短軸側長さBDYに対し105%以上である、(1)に記載の異材接合用アーク溶接法。
(10) 前記接合補助部材の厚さPは、前記第1の板の板厚Bの50%以上150%以下である、(1)に記載の異材接合用アーク溶接法。
(11) 前記充填溶接工程において、前記接合補助部材の表面上に余盛りが形成され、かつ前記余盛りの長軸側長さWDXが、前記接合補助部材の穴部の長軸側長さPSXに対し、105%以上となる、(1)に記載の異材接合用アーク溶接法。
(12) 前記充填溶接工程において、前記接合補助部材の表面上に余盛りが形成され、かつ前記余盛りの短軸側長さWDYが、前記接合補助部材の穴部の短軸側長さPSYに対し、105%以上となる、(1)に記載の異材接合用アーク溶接法。
(13) 前記第1の板には、複数の前記穴が空けられると共に、前記接合補助部材は、複数の前記穴部を備え、
 前記接合補助部材の前記複数の穴部と、前記第1の板に設けられた前記複数の穴とが同軸上、且つ、それぞれの長軸方向が一致するにそれぞれ配置され、
 前記接合補助部材の前記複数の穴部を溶接金属でそれぞれ充填すると共に、前記上板の穴内の前記溶接金属を介して前記第2の板及び前記接合補助部材を溶接する、(1)に記載の異材接合用アーク溶接法。
Therefore, the above object of the present invention is achieved by the following configuration.
(1) An arc welding method for joining different materials for joining a first plate made of an aluminum alloy or a magnesium alloy and a second plate made of steel,
Forming a non-circular hole having different vertical and horizontal lengths in the first plate;
Superimposing the first plate and the second plate;
A steel joining auxiliary member in which non-circular hole portions having different vertical and horizontal lengths are formed, the hole portions being coaxial with the holes provided in the first plate, and the long-axis directions thereof coincide with each other. Arranging on the first plate;
The hole of the joining auxiliary member is filled with a weld metal by any one of the following methods (a) to (e), and the second plate is inserted through the weld metal in the hole of the first plate. And welding the joining auxiliary member;
Arc welding method for dissimilar materials joining.
(A) A gas shielded arc welding method using a welding wire from which an iron alloy or Ni alloy weld metal is obtained as a melting electrode.
(B) Non-gas arc welding method using the welding wire as a melting electrode.
(C) Gas tungsten arc welding method using the welding wire as a non-melting electrode filler.
(D) A plasma arc welding method using the welding wire as a non-melting electrode filler.
(E) A coated arc welding method in which a coated arc welding rod from which the weld metal of an iron alloy or Ni alloy is obtained is used as a melting electrode.
(2) The second plate has a bulge formed by drawing,
The dissimilar material joining arc welding method according to (1), wherein, in the overlapping step, the bulging portion of the second plate is disposed in the hole of the first plate.
(3) A step of applying an adhesive over the entire circumference of the at least one overlapping surface of the first plate and the second plate before the overlapping step. The arc welding method for joining dissimilar materials according to (1), further comprising:
(4) The dissimilar material according to (1), wherein, in the arranging step, an adhesive is applied to at least one opposing surface between the joining auxiliary member and the first plate facing the joining auxiliary member. Arc welding method for joining.
(5) For dissimilar material joining according to (1), an adhesive is applied to a boundary portion between the joining auxiliary member and the surface of the first plate during the arranging step or after the filling welding step. Arc welding method.
(6) The long axis side length P SX of the hole portion of the auxiliary joining member is 50% or more and 100% or less with respect to the long axis side length B DX of the hole of the first plate. The arc welding method for joining different materials as described.
(7) The minor axis side length PSY of the hole portion of the auxiliary joining member is 50% or more and 100% or less with respect to the minor axis side length BDY of the hole of the first plate. The arc welding method for joining different materials as described.
(8) The long axis side length P DX of the joining auxiliary member is 105% or more of the long axis side length B DX of the hole of the first plate. Welding method.
(9) The arc for dissimilar material joining according to (1), wherein the minor axis side length P DY of the joining auxiliary member is 105% or more with respect to the minor axis side length B DY of the hole of the first plate. Welding method.
(10) Thickness P H of the auxiliary bonding member, wherein at first 150% or less than 50% of the thickness B H of the plate, dissimilar metals joint for arc welding method according to (1).
(11) In the filling welding step, surplus is formed on the surface of the joining auxiliary member, and the major axis side length W DX of the surplus is equal to the major axis side length of the hole of the joining auxiliary member. to P SX, a 105% or more, dissimilar metals joint for arc welding method according to (1).
(12) wherein in the filling welding process, the excess prime on the surface of the bonding auxiliary member is formed, and short shaft length W DY of the excess prime is short shaft length of the hole portion of the auxiliary bonding member to P SY, a 105% or more, dissimilar metals joint for arc welding method according to (1).
(13) The first plate includes a plurality of holes, and the joining auxiliary member includes the plurality of holes.
The plurality of hole portions of the joining auxiliary member and the plurality of holes provided in the first plate are arranged coaxially and respectively in the same long axis direction;
The plurality of holes of the joining auxiliary member are filled with weld metal, and the second plate and the joining auxiliary member are welded via the weld metal in the hole of the upper plate. Arc welding method for joining different materials.
(14) (1)~(13)のいずれかに記載の異材接合用アーク溶接法に用いられ、
 鋼製で、縦横長さの異なる非円形の穴部が形成される、接合補助部材。
(14) Used in the arc welding method for joining dissimilar materials according to any one of (1) to (13),
A joining auxiliary member made of steel and formed with non-circular holes having different vertical and horizontal lengths.
(15) アルミニウム合金もしくはマグネシウム合金製の第1の板と、該第1の板にアーク溶接された、鋼製の第2の板と、を備える異材溶接継手であって、
 前記第1の板は、前記第2の板との重ね合わせ面に臨む縦横長さの異なる非円形の穴を有し、
 縦横長さの異なる非円形の穴部が形成される鋼製の接合補助部材をさらに備え、
 前記接合補助部材は、前記穴部が前記第1の板に設けられた穴と同軸、且つ、それぞれの長軸方向が一致するように前記第1の板上に配置され、
 前記接合補助部材の穴部は、鉄合金、または、Ni合金の溶接金属で充填されると共に、前記溶接金属と、溶融された前記第2の板及び前記接合補助部材の一部とによって溶融部が形成される、異材溶接継手。
(16) 前記第1の板の穴内には、前記第2の板に形成された膨出部が配置される、(15)に記載の異材溶接継手。
(17) 前記第1の板と前記第2の板の少なくとも一方の前記重ね合せ面には、前記穴の周囲に、全周に亘って設けられた接着剤を備える、(15)に記載の異材溶接継手。
(18) 前記接合補助部材と、該接合補助部材と対向する前記第1の板との間の少なくとも一方の対向面に設けられた接着剤を備える、(15)に記載の異材溶接継手。
(19) 前記接合補助部材と、前記第1の板の表面との境界部に設けられた接着剤を備える、(15)に記載の異材溶接継手。
(20) 前記接合補助部材の穴部の長軸側長さPSXは、前記第1の板の穴の長軸側長さBDXに対し50%以上100%以下である、(15)に記載の異材溶接継手。
(21) 前記接合補助部材の穴部の短軸側長さPSYは、前記第1の板の穴の短軸側長さBDYに対し50%以上100%以下である、(15)に記載の異材溶接継手。
(22) 前記接合補助部材の長軸側長さPDXは、前記第1の板の穴の長軸側長さBDXに対し105%以上である、(15)に記載の異材溶接継手。
(23) 前記接合補助部材の短軸側長さPDYは、前記第1の板の穴の短軸側長さBDYに対し105%以上である、(15)に記載の異材溶接継手。
(24) 前記接合補助部材の厚さPは、前記第1の板の板厚Bの50%以上150%以下である、(15)に記載の異材溶接継手。
(25) 前記接合補助部材の表面上に余盛りが形成され、かつ前記余盛りの長軸側長さWDXが、前記接合補助部材の穴部の長軸側長さPSXに対し、105%以上となる、(15)に記載の異材溶接継手。
(26) 前記接合補助部材の表面上に余盛りが形成され、かつ前記余盛りの短軸側長さWDYが、前記接合補助部材の穴部の短軸側長さPSYに対し、105%以上となる、(15)に記載の異材溶接継手。
(15) A dissimilar material welded joint comprising: a first plate made of an aluminum alloy or a magnesium alloy; and a second plate made of steel arc-welded to the first plate,
The first plate has non-circular holes with different vertical and horizontal lengths facing the overlapping surface with the second plate,
It further comprises a steel joining auxiliary member in which non-circular holes having different vertical and horizontal lengths are formed,
The joining auxiliary member is disposed on the first plate so that the hole portion is coaxial with a hole provided in the first plate and the major axis directions thereof coincide with each other.
The hole portion of the joining auxiliary member is filled with a weld metal of an iron alloy or an Ni alloy, and is melted by the weld metal, the melted second plate, and a part of the joining auxiliary member. Dissimilar material welded joint is formed.
(16) The dissimilar material welded joint according to (15), wherein a bulging portion formed on the second plate is disposed in the hole of the first plate.
(17) The overlapping surface of at least one of the first plate and the second plate is provided with an adhesive provided over the entire circumference around the hole. Dissimilar material welded joint.
(18) The dissimilar material welded joint according to (15), comprising an adhesive provided on at least one facing surface between the joining auxiliary member and the first plate facing the joining auxiliary member.
(19) The dissimilar material welded joint according to (15), comprising an adhesive provided at a boundary portion between the joining auxiliary member and the surface of the first plate.
(20) The long axis side length P SX of the hole portion of the joining auxiliary member is 50% or more and 100% or less with respect to the long axis side length B DX of the hole of the first plate. The dissimilar welded joint described.
(21) The minor axis side length PSY of the hole portion of the auxiliary joining member is 50% or more and 100% or less with respect to the minor axis side length BDY of the hole of the first plate. The dissimilar welded joint described.
(22) The dissimilar material welded joint according to (15), wherein a long axis side length P DX of the joining auxiliary member is 105% or more with respect to a long axis side length B DX of the hole of the first plate.
(23) The dissimilar material welded joint according to (15), wherein the minor axis side length P DY of the joining auxiliary member is 105% or more with respect to the minor axis side length B DY of the hole of the first plate.
(24) the thickness P H of the auxiliary bonding member, the first is less than 150% more than 50% of the thickness B H of the plate, dissimilar weld joint according to (15).
(25) A surplus is formed on the surface of the joining auxiliary member, and the major axis side length W DX of the surplus is 105 to the major axis side length P SX of the hole of the joining auxiliary member. % Welded joint according to (15).
(26) remaining prime on the surface of the joining auxiliary member is formed, and short shaft length W DY of the excess prime is to short shaft length P SY of the hole portion of the auxiliary bonding member, 105 % Welded joint according to (15).
 本発明によれば、アルミニウム合金もしくはマグネシウム合金と、鋼との異材を、安価なアーク溶接設備を用いて、強固かつ信頼性の高い品質で接合でき、かつ開断面構造にも閉断面構造にも制限無く適用できる。 According to the present invention, a dissimilar material of an aluminum alloy or a magnesium alloy and steel can be joined with an inexpensive arc welding equipment with a strong and reliable quality, and both an open sectional structure and a closed sectional structure can be used. Applicable without limitation.
本発明の一実施形態に係る異材溶接継手の斜視図である。It is a perspective view of a dissimilar material welded joint according to an embodiment of the present invention. 図1AのIb-Ib線に沿った異材溶接継手の断面図である。FIG. 1B is a cross-sectional view of the dissimilar material welded joint taken along line Ib-Ib in FIG. 1A. 図1AのIc-Ic線に沿った異材溶接継手の断面図である。FIG. 1B is a cross-sectional view of the dissimilar material welded joint taken along line Ic-Ic in FIG. 1A. 本実施形態の異材接合用アーク溶接法の穴開け作業を示す図である。It is a figure which shows the drilling operation | work of the arc welding method for dissimilar material joining of this embodiment. 本実施形態の異材接合用アーク溶接法の重ね合わせ作業を示す図である。It is a figure which shows the superimposition operation | work of the arc welding method for dissimilar material joining of this embodiment. 本実施形態の異材接合用アーク溶接法の挿入作業を示す図である。It is a figure which shows the insertion operation | work of the arc welding method for different material joining of this embodiment. 本実施形態の異材接合用アーク溶接法の溶接作業を示す図である。It is a figure which shows the welding operation | work of the arc welding method for dissimilar material joining of this embodiment. 接合補助部材の第1変形例の正面図である。It is a front view of the 1st modification of a joining auxiliary member. 接合補助部材の第2変形例の正面図である。It is a front view of the 2nd modification of a joining auxiliary member. 接合補助部材の第3変形例の正面図である。It is a front view of the 3rd modification of a joining auxiliary member. 接合補助部材の第4変形例の正面図である。It is a front view of the 4th modification of a joining auxiliary member. 接合補助部材の第5変形例の正面図である。It is a front view of the 5th modification of a joining auxiliary member. 接合補助部材の第6変形例の正面図である。It is a front view of the 6th modification of a joining auxiliary member. 余盛りが形成されない異材溶接継手を示す断面図である。It is sectional drawing which shows the dissimilar material welded joint in which no surplus is formed. 図4Aの異材溶接継手に板厚方向(3次元方向)の外部応力が作用した状態を示す断面図である。It is sectional drawing which shows the state which the external stress of the plate | board thickness direction (three-dimensional direction) acted on the dissimilar material welded joint of FIG. 4A. 図1Bの異材溶接継手に板厚方向(3次元方向)の外部応力が作用した状態を示す断面図である。It is sectional drawing which shows the state which the external stress of the plate | board thickness direction (three-dimensional direction) acted on the dissimilar material welded joint of FIG. 1B. 溶接金属の溶込みを説明するための異材溶接継手の断面図である。It is sectional drawing of the dissimilar material welded joint for demonstrating penetration of a weld metal. 溶接金属の溶込みを説明するための異材溶接継手の断面図である。It is sectional drawing of the dissimilar material welded joint for demonstrating penetration of a weld metal. アルミ製の上板と鋼製の下板を重ねて貫通溶接した比較例としての異材溶接継手の斜視図である。It is a perspective view of the dissimilar material welding joint as a comparative example which piled up and welded the upper board made from aluminum, and the lower board made from steel. 図7Aの異材溶接継手の断面図である。It is sectional drawing of the dissimilar material welded joint of FIG. 7A. 図7Aの異材溶接継手にせん断引張が作用した状態を示す断面図である。FIG. 7B is a cross-sectional view illustrating a state in which shear tension is applied to the dissimilar material welded joint in FIG. 7A. 図8Aの異材溶接継手を示す斜視図である。It is a perspective view which shows the dissimilar material welded joint of FIG. 8A. 図7Aの異材溶接継手に上下剥離引張が作用した状態を示す断面図である。It is sectional drawing which shows the state which the up-and-down peeling tension acted on the dissimilar material welded joint of FIG. 7A. 図9Aの異材溶接継手を示す斜視図である。It is a perspective view which shows the dissimilar material welded joint of FIG. 9A. 穴を有するアルミ製の上板と鋼製の下板を重ねて貫通溶接した比較例としての異材溶接継手の斜視図である。It is a perspective view of the dissimilar material welding joint as a comparative example which piled up and welded the aluminum upper board and steel lower board which have a hole. 図10Aの異材溶接継手の断面図である。It is sectional drawing of the dissimilar material welded joint of FIG. 10A. 図10Aの異材溶接継手にせん断引張が作用した状態を示す断面図である。FIG. 10B is a cross-sectional view showing a state in which shear tension is applied to the dissimilar material welded joint in FIG. 10A. 図10Aの異材溶接継手にせん断引張が作用し、接合部が90°近くずれた状態を示す斜視図である。It is a perspective view which shows the state which shear tension acted on the dissimilar material welded joint of FIG. 10A, and the junction part shifted | deviated nearly 90 degrees. 図10Aの異材溶接継手に上下剥離引張が作用した状態を示す断面図である。It is sectional drawing which shows the state which the up-and-down peeling tension acted on the dissimilar material welded joint of FIG. 10A. 図12Aの異材溶接継手を示す斜視図である。It is a perspective view which shows the dissimilar material welded joint of FIG. 12A. 本実施形態の異材溶接継手の断面図である。It is sectional drawing of the dissimilar material welded joint of this embodiment. 図13AのXIII-XIII線に沿った断面図である。FIG. 13B is a cross-sectional view taken along line XIII-XIII in FIG. 13A. 上板と下板との間に空隙が存在するアーク溶接前の状態を示す上板、下板、及び接合補助部材の断面図である。It is sectional drawing of the upper board which shows the state before the arc welding in which a space | gap exists between an upper board and a lower board, a lower board, and a joining auxiliary member. アーク溶接後の状態を熱収縮力と共に示す異材溶接継手の断面図である。It is sectional drawing of the dissimilar material welded joint which shows the state after arc welding with a heat contraction force. 接合補助部材の寸法関係を説明するための上板及び接合補助部材の上面図である。It is a top view of the upper board for explaining the dimensional relationship of a joining auxiliary member, and a joining auxiliary member. 接合補助部材の寸法関係を説明するための上板、下板、及び接合補助部材の長軸方向に沿った断面図である。It is sectional drawing along the major axis direction of the upper board, lower board, and joining auxiliary member for demonstrating the dimensional relationship of a joining auxiliary member. 接合補助部材の寸法関係を説明するための上板、下板、及び接合補助部材の短軸方向に沿った断面図である。It is sectional drawing along the minor-axis direction of the upper board, lower board, and joining auxiliary member for demonstrating the dimensional relationship of a joining auxiliary member. 接合補助部材の穴部の直径が小さすぎる異材溶接継手にせん断方向の応力が作用した状態を示す断面図である。It is sectional drawing which shows the state which the stress of the shear direction acted on the dissimilar material welded joint whose diameter of the hole part of a joining auxiliary member is too small. 接合補助部材の穴部の直径が小さすぎる異材溶接継手に上下剥離応力が作用した状態を示す断面図である。It is sectional drawing which shows the state which the up-and-down peeling stress acted on the dissimilar material welded joint whose diameter of the hole part of a joining auxiliary member is too small. 異材接合用アーク溶接法の第1変形例を説明するための上板と下板の斜視図である。It is a perspective view of the upper board and lower board for demonstrating the 1st modification of the arc welding method for different material joining. 異材接合用アーク溶接法の第1変形例を説明するための上板と下板の断面図である。It is sectional drawing of the upper board and lower board for demonstrating the 1st modification of the arc welding method for different material joining. 異材接合用アーク溶接法の第2変形例を説明するための上板と下板の斜視図である。It is a perspective view of the upper board and lower board for demonstrating the 2nd modification of the arc welding method for dissimilar materials joining. 異材接合用アーク溶接法の第2変形例を説明するための上板と下板の断面図である。It is sectional drawing of the upper board and lower board for demonstrating the 2nd modification of the arc welding method for different material joining. 異材接合用アーク溶接法の第3変形例を説明するための上板、下板、及び接合補助部材の斜視図である。It is a perspective view of the upper board, lower board, and joining auxiliary member for demonstrating the 3rd modification of the arc welding method for different material joining. 異材接合用アーク溶接法の第3変形例を説明するための上板、下板、及び接合補助部材の断面図である。It is sectional drawing of the upper board, lower board, and joining auxiliary member for demonstrating the 3rd modification of the arc welding method for different material joining. 第3変形例において、横向き姿勢でアーク溶接が施されている状態を示す図である。In a 3rd modification, it is a figure which shows the state in which the arc welding is performed in the sideways attitude | position. 異材接合用アーク溶接法の第4変形例を説明するための異材溶接継手の斜視図である。It is a perspective view of the dissimilar material welding joint for demonstrating the 4th modification of the arc welding method for dissimilar material joining. 異材接合用アーク溶接法の第4変形例を説明するための異材溶接継手の断面図である。It is sectional drawing of the dissimilar material welding joint for demonstrating the 4th modification of the arc welding method for dissimilar material joining. 図1A及び図1Bの接合補助部材を示す上面図、側面図、及び下面図である。It is the top view, side view, and bottom view which show the joining auxiliary member of Drawing 1A and Drawing 1B. 接合補助部材の第7変形例を示す上面図、側面図、及び下面図である。It is the top view, side view, and bottom view which show the 7th modification of a joining auxiliary member. 接合補助部材の第8変形例を示す上面図、側面図、及び下面図である。It is the top view, side view, and bottom view which show the 8th modification of a joining auxiliary member. 異材接合用アーク溶接法、及び異材溶接継手の第5変形例を説明するための断面図である。It is sectional drawing for demonstrating the 5th modification of the arc welding method for different material joining, and a different material welded joint. 図24の下板に膨出部を絞り加工する前の状態を示す図である。It is a figure which shows the state before drawing a bulging part to the lower board of FIG. 図24の下板に膨出部が絞り加工された後の状態を示す図である。It is a figure which shows the state after the bulging part was drawn by the lower board of FIG. 本実施形態の異材溶接継手が適用された閉断面構造を示す斜視図である。It is a perspective view which shows the closed cross-section structure to which the dissimilar material welded joint of this embodiment was applied. 本実施形態の異材溶接継手が適用された、L字板と平板による開断面構造を示す斜視図である。It is a perspective view which shows the open cross-section structure by the L-shaped board and the flat plate to which the dissimilar material welded joint of this embodiment was applied. 本実施形態の異材溶接継手が適用された、2枚の平板による開断面構造を示す斜視図である。It is a perspective view showing the open section structure by two flat plates to which the dissimilar material welded joint of this embodiment was applied. 複数の穴部を有する接合補助部材を使用しつつ、本実施形態の異材溶接継手が適用された、閉断面構造を示す斜視図である。It is a perspective view which shows the closed cross-section structure to which the dissimilar material welded joint of this embodiment was applied, using the joining auxiliary member which has a some hole part. 複数の穴部を有する接合補助部材を使用しつつ、本実施形態の異材溶接継手が適用された、L字板と平板による開断面構造を示す斜視図である。It is a perspective view which shows the open cross-section structure by an L-shaped board and a flat plate to which the dissimilar material welded joint of this embodiment was applied, using the joining auxiliary member which has a some hole part. 複数の穴部を有する接合補助部材を使用しつつ、本実施形態の異材溶接継手が適用された、2枚の平板による開断面構造を示す斜視図である。It is a perspective view which shows the open cross-section structure by two flat plates to which the dissimilar material welded joint of this embodiment was applied, using the joining auxiliary member which has a some hole part. 複数の穴部を有する接合補助部材の一例を示す正面図及び断面図である。It is the front view and sectional drawing which show an example of the joining auxiliary member which has a some hole part. 複数の穴部を有する接合補助部材の他の例を示す正面図及び断面図である。It is the front view and sectional drawing which show the other example of the joining auxiliary member which has a some hole part. 複数の穴部を有する接合補助部材のさらに他の例を示す正面図及び断面図である。It is the front view and sectional drawing which show the further another example of the joining auxiliary member which has a some hole part.
 以下、本発明の一実施形態に係る異材接合用アーク溶接法、接合補助部材、及び、異材溶接継手を図面に基づいて詳細に説明する。 Hereinafter, an arc welding method for joining dissimilar materials, a joining auxiliary member, and a dissimilar material welding joint according to an embodiment of the present invention will be described in detail with reference to the drawings.
 本実施形態の異材接合用アーク溶接法は、互いに重ね合わせされる、アルミニウム合金もしくはマグネシウム合金製の上板10(第1の板)と、鋼製の下板20(第2の板)とを、鋼製の接合補助部材30を介して、後述するアーク溶接法によって接合することで、図1A~図1Cに示すような異材溶接継手1を得るものである。 The arc welding method for dissimilar material joining of the present embodiment includes an upper plate 10 (first plate) made of aluminum alloy or magnesium alloy and a lower plate 20 (second plate) made of steel, which are superposed on each other. The dissimilar material welded joint 1 as shown in FIGS. 1A to 1C is obtained by joining by means of an arc welding method to be described later through a steel joining auxiliary member 30.
 上板10には、板厚方向に貫通して、下板20の重ね合わせ面に臨む穴11が設けられている。この穴11は、図2Aに示すように、縦横長さが異なる非円形形状に形成されている。 The upper plate 10 is provided with a hole 11 that penetrates in the plate thickness direction and faces the overlapping surface of the lower plate 20. As shown in FIG. 2A, the hole 11 is formed in a non-circular shape having different vertical and horizontal lengths.
 接合補助部材30は、縦横長さの異なる非円形の穴部33が形成されている。なお、接合補助部材30の穴部33は、上板10の穴11と相似形状であることが好ましい。接合補助部材30は、穴部33が上板10に設けられた穴11と同軸、且つ、それぞれの長軸方向a,b(図2C参照)が一致するように上板10上に配置されている。
 なお、接合補助部材30の外形形状は、図2Aに示すような角丸の長方形に限定されず、溶接後に上板10の穴11を塞ぐものであれば、任意の形状とすることができる。例えば、図3A、図3Fに示す長方形や、図3Bに示す2つの円を繋ぐ長円形、図3Cに示す楕円形、図3Dに示す円形、図3Fに示す多角形でもよい。
 また、穴部33の形状も、図2A、図3Eに示すような角丸の長方形に限定されず、任意の形状とすることができる。例えば、図3A、図3Dに示す長方形や、図3Bに示す2つの円を繋ぐ長円形、図3C、図3Fに示す楕円形でもよい。
 さらに、接合補助部材30の外径形状は、図2A、図3A~図3Cに示すように、穴部33の形状と相似形でもよく、図3D~図3Fに示すように、穴部33の形状と非相似形でもよい。
The joining auxiliary member 30 is formed with non-circular hole portions 33 having different vertical and horizontal lengths. In addition, it is preferable that the hole 33 of the joining auxiliary member 30 has a similar shape to the hole 11 of the upper plate 10. The joining auxiliary member 30 is arranged on the upper plate 10 so that the hole 33 is coaxial with the hole 11 provided in the upper plate 10 and the long axis directions a x and b x (see FIG. 2C) coincide with each other. Has been.
In addition, the external shape of the joining auxiliary member 30 is not limited to the rounded rectangle as shown in FIG. 2A, and can be any shape as long as the hole 11 of the upper plate 10 is closed after welding. For example, it may be a rectangle shown in FIGS. 3A and 3F, an oval connecting two circles shown in FIG. 3B, an ellipse shown in FIG. 3C, a circle shown in FIG. 3D, or a polygon shown in FIG. 3F.
Further, the shape of the hole 33 is not limited to a rounded rectangle as shown in FIGS. 2A and 3E, and may be an arbitrary shape. For example, it may be a rectangle shown in FIGS. 3A and 3D, an oval connecting two circles shown in FIG. 3B, or an ellipse shown in FIGS. 3C and 3F.
Further, the outer diameter shape of the joining auxiliary member 30 may be similar to the shape of the hole 33 as shown in FIGS. 2A and 3A to 3C, or as shown in FIGS. 3D to 3F. It may be similar to the shape.
 さらに、接合補助部材30の穴部33には、アーク溶接によってフィラー材(溶接材料)が溶融した、鉄合金、または、Ni合金の溶接金属40が充填されると共に、溶接金属40と、溶融された下板20及び接合補助部材30の一部とによって溶融部Wが形成される。したがって、溶融部Wは、上板10の穴11内にも配置されて、接合補助部材30と下板20とを溶接しており、これによって、上板10と下板20とが接合される。 Further, the hole 33 of the joining auxiliary member 30 is filled with a weld metal 40 of an iron alloy or Ni alloy in which a filler material (welding material) is melted by arc welding, and is melted with the weld metal 40. The molten plate W is formed by the lower plate 20 and a part of the joining auxiliary member 30. Therefore, the fusion | melting part W is also arrange | positioned also in the hole 11 of the upper board 10, and has welded the joining auxiliary member 30 and the lower board 20, and, thereby, the upper board 10 and the lower board 20 are joined. .
 以下、異材溶接継手1を構成する異材接合用アーク溶接法について、図2A~図2Dを参照して説明する。
 まず、図2Aに示すように、上板10に穴11を空ける穴開け作業を行う(ステップS1)。次に、図2Bに示すように、上板10と下板20を重ね合わせる重ね合わせ作業を行う(ステップS2)。さらに、図2Cに示すように、接合補助部材30を、穴部33が上板10に設けられた穴11と同軸、且つ、それぞれの長軸方向a、bが一致するように上板10上に配置する(ステップS3)。そして、図2Dに示すように、以下に詳述する(a)溶極式ガスシールドアーク溶接法、(b)ノンガスアーク溶接法、(c)ガスタングステンアーク溶接法、(d)プラズマアーク溶接法、(e)被覆アーク溶接法のいずれかのアーク溶接作業を行うことで、上板10と下板20とを接合する(ステップS4)。なお、図2Dは、(a)溶極式ガスシールドアーク溶接法を用いてアーク溶接作業が行われた場合を示している。
Hereinafter, the arc welding method for joining dissimilar materials constituting the dissimilar material welded joint 1 will be described with reference to FIGS. 2A to 2D.
First, as shown in FIG. 2A, a hole making operation for making a hole 11 in the upper plate 10 is performed (step S1). Next, as shown in FIG. 2B, a superposition operation for superposing the upper plate 10 and the lower plate 20 is performed (step S2). Further, as shown in FIG. 2C, the joining auxiliary member 30 is arranged so that the hole 33 is coaxial with the hole 11 provided in the upper plate 10 and the major axis directions a x and b x coincide with each other. 10 (step S3). Then, as shown in FIG. 2D, (a) a molten metal gas shielded arc welding method, (b) a non-gas arc welding method, (c) a gas tungsten arc welding method, and (d) a plasma arc welding method, which will be described in detail below. (E) The upper plate 10 and the lower plate 20 are joined by performing any arc welding operation of the covered arc welding method (step S4). FIG. 2D shows a case where (a) arc welding work is performed using the melting electrode type gas shielded arc welding method.
 ステップS1の穴開け作業の具体的な手法としては、a)ポンチを用いた打抜き、b)金型を用いたプレス型抜き、c)レーザ、プラズマ、ウォータージェット法などによる切断があげられる。 Specific examples of the drilling operation in step S1 include a) punching using a punch, b) press punching using a mold, and c) cutting using a laser, plasma, water jet method, or the like.
 また、ステップS4のアーク溶接作業は、上板10の穴11内の溶接金属40を介して接合補助部材30と下板20を接合し、かつ接合補助部材30に設けられた穴部33を充填するために必要とされる。したがって、アーク溶接には充填材となるフィラー材(溶接材料)の挿入が不可欠となる。具体的に、以下の4つのアーク溶接法により、フィラー材が溶融して溶接金属40が形成される。 Further, the arc welding operation in step S4 joins the joining auxiliary member 30 and the lower plate 20 via the weld metal 40 in the hole 11 of the upper plate 10, and fills the hole 33 provided in the joining auxiliary member 30. Is needed to do. Therefore, it is indispensable to insert a filler material (welding material) serving as a filler for arc welding. Specifically, the filler metal is melted and the weld metal 40 is formed by the following four arc welding methods.
 (a) 溶極式ガスシールドアーク溶接法は、一般的にMAG(マグ)やMIG(ミグ)と呼ばれる溶接法であり、ソリッドワイヤもしくはフラックス入りワイヤをフィラー兼アーク発生溶極として用い、CO,Ar,Heといったシールドガスで溶接部を大気から遮断して健全な溶接部を形成する手法である。 (A) The melting electrode type gas shielded arc welding method is a welding method generally referred to as MAG (Mig) or MIG (Mig), and uses a solid wire or a flux-cored wire as a filler and arc generating melting electrode, and CO 2. , Ar, and He are used to form a sound weld by shielding the weld from the atmosphere with a shielding gas such as Ar, He.
 (b)ノンガスアーク溶接法は、セルフシールドアーク溶接法とも呼ばれ、特殊なフラックス入りワイヤをフィラー兼アーク発生溶極として用い、一方、シールドガスを不要として、健全な溶接部を形成する手段である。 (B) The non-gas arc welding method is also called a self-shielded arc welding method, which uses a special flux-cored wire as a filler and arc-generating electrode, and on the other hand, eliminates the need for shielding gas and forms a sound weld. is there.
 (c)ガスタングステンアーク溶接法は、ガスシールドアーク溶接法の一種であるが非溶極式であり、一般的にTIG(ティグ)とも呼ばれる。シールドガスは、ArまたはHeの不活性ガスが用いられる。タングステン電極と母材との間にはアークが発生し、フィラーワイヤはアークに横から送給される。
 一般的に、フィラーワイヤは通電されないが、通電させて溶融速度を高めるホットワイヤ方式TIGもある。この場合、フィラーワイヤにはアークは発生しない。
(C) The gas tungsten arc welding method is a kind of gas shielded arc welding method but is a non-melting electrode type and is generally called TIG (tig). As the shielding gas, an inert gas of Ar or He is used. An arc is generated between the tungsten electrode and the base material, and the filler wire is fed to the arc from the side.
Generally, the filler wire is not energized, but there is also a hot wire type TIG that energizes to increase the melting rate. In this case, no arc is generated in the filler wire.
 (d)プラズマアーク溶接法はTIGと原理は同じであるが、ガスの2重系統化と高速化によってアークを緊縮させ、アーク力を高めた溶接法である。 (D) Although the plasma arc welding method has the same principle as TIG, it is a welding method in which the arc is contracted and the arc force is increased by the dual system and high speed of gas.
 (e)被覆アーク溶接法は、金属の芯線にフラックスを塗布した被覆アーク溶接棒をフィラーとして用いるアーク溶接法であり、シールドガスは不要である。 (E) The coated arc welding method is an arc welding method in which a coated arc welding rod in which a flux is applied to a metal core wire is used as a filler, and does not require a shielding gas.
 フィラー材(溶接材料)の材質については、溶接金属40がFe合金となるものであれば、一般的に用いられる溶接用ワイヤまたは溶接棒が適用可能である。なお、Ni合金でも鉄との溶接には不具合を生じないので適用可能である。
 具体的には、JISとして(a)Z3312,Z3313,Z3317,Z3318,Z3321,Z3323,Z3334、(b)Z3313、(c)Z3316,Z3321,Z3334,(d)Z3211,Z3221,Z3223,Z3224、AWS(American Welding Society)として、(a)A5.9,A5.14,A5.18,A5.20,A5.22,A5.28,A5.29,A5.34、(b)A5.20、(c)A5.9,A5.14,A5.18,A5.28,(d)A5.1,A5.4,A5.5,A5.11といった規格材が流通している。
As for the material of the filler material (welding material), as long as the weld metal 40 is an Fe alloy, a commonly used welding wire or welding rod can be applied. Note that a Ni alloy is applicable because it does not cause a problem in welding with iron.
Specifically, as JIS, (a) Z3312, Z3313, Z3317, Z3318, Z3321, Z3323, Z3334, (b) Z3313, (c) Z3316, Z3321, Z3334, (d) Z3211, Z3221, Z3223, Z3224, AWS (American Welding Society): (a) A5.9, A5.14, A5.18, A5.20, A5.22, A5.28, A5.29, A5.34, (b) A5.20, c) Standard materials such as A5.9, A5.14, A5.18, A5.28, (d) A5.1, A5.4, A5.5, and A5.11 are in circulation.
 これらのアーク溶接法を用いて接合補助部材30の穴部33をフィラー材で充填するが、フィラーワイヤもしくは溶接棒の狙い位置は溶接進行に伴い、接合補助部材30の穴部33の長軸方向aに沿って移動させる。 These arc welding methods are used to fill the hole portion 33 of the joining auxiliary member 30 with a filler material. The target position of the filler wire or the welding rod is the long axis direction of the hole portion 33 of the joining auxiliary member 30 as welding progresses. a. Move along x .
 溶接金属40は接合補助部材30の穴部33を充填し、さらに接合補助部材30の表面に余盛りWaを形成するのが望ましい(図1B及び図1C参照)。余盛りを形成しない、すなわち、図4Aに示すように、穴部33が溶接後に外観上残る状態だと、特に、板厚方向(3次元方向)の外部応力に対しては、接合強度が不足となる可能性がある(図4B参照)。このため、余盛りWaを形成することで、図5に示すように、板厚方向(3次元方向)の外部応力に対しては、接合補助部材30の変形が抑えられ、高い接合強度が得られる。 It is desirable that the weld metal 40 fills the hole 33 of the joining auxiliary member 30 and further forms a surplus Wa on the surface of the joining auxiliary member 30 (see FIGS. 1B and 1C). If no extra space is formed, that is, as shown in FIG. 4A, the hole 33 remains in appearance after welding, the bonding strength is insufficient particularly for external stress in the plate thickness direction (three-dimensional direction). (See FIG. 4B). For this reason, as shown in FIG. 5, by forming the surplus Wa, deformation of the joining auxiliary member 30 is suppressed against external stress in the plate thickness direction (three-dimensional direction), and high joining strength is obtained. It is done.
 一方、余盛り側と反対側の溶込みについては、図6Aに示すように、下板20を適度に溶融していることが必要である。なお、図6Bに示すように、下板20の板厚を超えて溶接金属40が形成される、いわゆる裏波が出る状態にまで溶けても問題はない。
 ただし、下板20が溶けずに、溶接金属40が乗っかっているだけであると、高い強度は得られない。また、溶接金属40が深く溶け込みすぎて、溶接金属40と下板20が溶け落ちてしまわないように溶接する必要がある。
 以上の作業によって、Al合金やMg合金製の上板10と鋼製の下板20は高い強度で接合される。
On the other hand, for the penetration on the opposite side to the surplus side, it is necessary that the lower plate 20 is appropriately melted as shown in FIG. 6A. In addition, as shown to FIG. 6B, even if it melts to the state where the weld metal 40 is formed exceeding the plate | board thickness of the lower board 20, and what is called a back wave appears, there is no problem.
However, if the lower plate 20 is not melted and only the weld metal 40 is on it, high strength cannot be obtained. Moreover, it is necessary to weld so that the weld metal 40 may melt deeply and the weld metal 40 and the lower plate 20 may not melt.
By the above operation, the upper plate 10 made of Al alloy or Mg alloy and the lower plate 20 made of steel are joined with high strength.
 以下、上記アーク溶接法において使用される鋼製の接合補助部材30の役割について説明する。 Hereinafter, the role of the steel joining auxiliary member 30 used in the arc welding method will be described.
 まず、接合補助部材を使用せず、図7A及び図7Bに示すように、単純にアルミ製の上板10と鋼製の下板20とを重ね、上板側から鋼もしくはニッケル合金製溶接ワイヤを用いたアーク溶接を定点で一定時間保持したアーク溶接を行った場合、形成される溶接金属40aはアルミと鋼、もしくはアルミと鋼とニッケルの合金となる。この合金は、アルミ含有量が多いので脆性的特性である金属間化合物(IMC)を呈している。このような異材溶接継手100aは、一見接合されている様に見えても、横方向に引張応力がかかる(せん断引張)と、図8A及び図8Bに示すように、溶接金属40aが容易に破壊して、外れてしまう。また、縦方向に引張応力がかかる(剥離引張)場合でも、図9A及び図9Bに示すように、溶接金属40aが破断するか、もしくは溶接金属40aと上板10の境界部あるいは溶接金属40aと下板20の境界部が破断し、上板10が抜けるようにして接合が外れてしまう。
 このように単にアルミ製の上板10と鋼製の下板20を重ねて、貫通溶接しようとしても、溶接金属40aは全部分が金属間化合物になってしまうので、せん断引張にも剥離引張にも弱く、溶接継手としては実用にならない。
First, without using a joining auxiliary member, as shown in FIGS. 7A and 7B, an aluminum upper plate 10 and a steel lower plate 20 are simply overlapped, and a steel or nickel alloy welding wire is formed from the upper plate side. When arc welding is performed by holding arc welding with a fixed point for a fixed time, the formed weld metal 40a is aluminum and steel or an alloy of aluminum, steel and nickel. This alloy exhibits an intermetallic compound (IMC) that is brittle because of its high aluminum content. Even if such a dissimilar weld joint 100a seems to be joined at first glance, if a tensile stress is applied in the lateral direction (shear tension), the weld metal 40a is easily broken as shown in FIGS. 8A and 8B. And it will come off. Even when tensile stress is applied in the longitudinal direction (peeling tension), as shown in FIGS. 9A and 9B, the weld metal 40a is broken, or the boundary between the weld metal 40a and the upper plate 10 or the weld metal 40a The boundary portion of the lower plate 20 breaks, and the upper plate 10 comes off and the bonding is released.
Even if the upper plate 10 made of aluminum and the lower plate 20 made of steel are simply overlapped and attempted to be welded through in this way, the entire portion of the weld metal 40a becomes an intermetallic compound. However, it is not practical as a welded joint.
 また、図10A及び図10Bに示すように、上板10に適当なサイズの穴11を開けておき、その穴11を埋めるように鋼もしくはニッケル合金の溶接材料を溶かし込む手法が考えられる。
 この場合、溶接初期に形成される下板20となっている鋼と溶接材料で形成される溶接金属40bはアルミを溶かしていないので、金属間化合物は生成せず、高い強度と靱性を有しており、下板20と強固に結合されている。また、上板10に開けられた穴11の内部に形成された溶接金属40bは、アルミが溶融する割合が非常に少なく、金属間化合物の生成は大幅に抑制され、特に中心部は健全性を有している。ただし、上板10に設けられた穴11の近傍に限れば、アルミと鋼、あるいはアルミとニッケルの金属化合物層を形成する。このような異材溶接継手100bに対し、図11Aに示すように、せん断引張応力がかかった場合、下板側は強固に金属結合しているため、高い応力に耐える。一方、上板側は金属間化合物が穴周囲に形成されてはいるが、それが剥離して動くことは形状的にできないため、初期には上板10、下板20の母材が変形する。このため、ほぼ変形せずに脆性破断する図7A及び図7Bの異材溶接継手100aと比較すると、変形能力の向上が見られる。しかし、母材の変形が進み、図11Bに示すように、接合部が90°近く傾斜すると上下剥離引張と同じ状態になる。このようになると穴11の周囲部に形成された金属間化合物が剥離し、上板10が溶接部から容易に抜けてしまう。つまり、改善が不十分である。この結果は、図12A及び図12Bに示すように、上下引張方向試験でも無論同じである。
Further, as shown in FIGS. 10A and 10B, a method is conceivable in which a hole 11 having an appropriate size is formed in the upper plate 10 and a welding material of steel or nickel alloy is melted so as to fill the hole 11.
In this case, since the weld metal 40b formed of the steel and the welding material which is the lower plate 20 formed at the initial stage of welding does not melt aluminum, an intermetallic compound is not generated, and it has high strength and toughness. And is firmly coupled to the lower plate 20. In addition, the weld metal 40b formed in the hole 11 formed in the upper plate 10 has a very small proportion of aluminum melting, and the generation of intermetallic compounds is greatly suppressed, particularly in the central portion. Have. However, as long as it is limited to the vicinity of the hole 11 provided in the upper plate 10, a metal compound layer of aluminum and steel or aluminum and nickel is formed. When a shear tensile stress is applied to such a dissimilar material welded joint 100b as shown in FIG. 11A, the lower plate side is firmly metal-bonded, and thus can withstand high stress. On the other hand, although the intermetallic compound is formed around the hole on the upper plate side, since it cannot be separated and moved in shape, the base materials of the upper plate 10 and the lower plate 20 are initially deformed. . For this reason, compared with the dissimilar material welded joint 100a of FIG. 7A and FIG. However, when the deformation of the base material progresses and the joint portion is inclined near 90 ° as shown in FIG. If it becomes like this, the intermetallic compound formed in the peripheral part of the hole 11 will peel, and the upper board 10 will come out easily from a welding part. In other words, the improvement is insufficient. This result is, of course, the same in the vertical tension direction test as shown in FIGS. 12A and 12B.
 上記2つの異材溶接継手100a、100bにおける課題から、せん断方向の引張応力及び上下剥離方向の応力にも耐えるように本実施形態の接合補助部材30が使用される。つまり、図2A~図2Dに示すように、上板10に穴開けを施し、さらに中心に穴部33が空いている鋼製の接合補助部材30を同軸上に載せて、上板10および接合補助部材30の内部を充填するようにアーク溶接にて溶接金属40を形成する。このようにすると、断面としては接合補助部材30、溶接金属40、下板20が強固な金属結合によって溶接接合されている状態になる。上板10に設けられた穴11よりも幅広である接合補助部材30の最大の役割は、上下剥離応力に対する抵抗である。図5に示したように、適切なサイズの接合補助部材30を適用することにより、上板10と溶接金属40の界面が剥離して抜けてしまう現象を防止することが可能となる。一般的に、溶接金属40は、十分に塑性変形した後、破断する。なお、接合補助部材30は、せん断方向の引張応力に対しても、初期応力に対して悪影響を及ぼすことはなく、さらに母材変形による溶接部が90°傾斜(図11B参照)後の剥離応力変化に対して、上板10と溶接金属40の界面が剥離して抜けてしまう現象を防止する。 The joining auxiliary member 30 of this embodiment is used so as to withstand the tensile stress in the shearing direction and the stress in the vertical peeling direction due to the problems in the two dissimilar welded joints 100a and 100b. That is, as shown in FIGS. 2A to 2D, a hole is formed in the upper plate 10, and a steel joining auxiliary member 30 having a hole 33 at the center is placed on the same axis, and the upper plate 10 and the bonding member are joined. The weld metal 40 is formed by arc welding so as to fill the inside of the auxiliary member 30. If it does in this way, it will be in the state where the joining auxiliary member 30, the weld metal 40, and the lower board 20 are weld-joined by the strong metal bond as a cross section. The greatest role of the joining auxiliary member 30 which is wider than the hole 11 provided in the upper plate 10 is resistance to vertical peeling stress. As shown in FIG. 5, it is possible to prevent a phenomenon in which the interface between the upper plate 10 and the weld metal 40 is peeled off by applying an appropriately sized joining auxiliary member 30. Generally, the weld metal 40 breaks after sufficiently plastic deformation. It should be noted that the joining auxiliary member 30 does not adversely affect the initial stress even with respect to the tensile stress in the shear direction, and further, the peeling stress after the welded portion is inclined by 90 ° (see FIG. 11B) due to the base material deformation. The phenomenon that the interface between the upper plate 10 and the weld metal 40 is peeled off due to the change is prevented.
 また、接合補助部材30の穴部33は、上板10に設けられた長軸と短軸を有する穴11に溶接金属を充填させるため、上板10の穴11と同様に、長軸と短軸を持った非円形形状に形成されている。下板20と接合補助部材30は接合されているが、上板10は金属的に接合されていない。ただし、図13A及び図13Bに示すように、上板10の穴11内に溶け込んだ溶接金属40は、溶込み形状が非円形となる。このため、平面内で回転方向に力Fが作用したとしても、下板20及び接合補助部材30が、上板10に対して相対的に回転するのを防止することができる。 Further, the hole 33 of the joining auxiliary member 30 is filled with the weld metal in the hole 11 having the major axis and the minor axis provided in the upper plate 10, and thus the major axis and the minor axis are similar to the hole 11 of the upper plate 10. It has a non-circular shape with an axis. The lower plate 20 and the joining auxiliary member 30 are joined, but the upper plate 10 is not metallicly joined. However, as shown in FIGS. 13A and 13B, the weld metal 40 melted into the hole 11 of the upper plate 10 has a non-circular penetration shape. Therefore, even if a force F R to the rotational direction in a plane acts, the lower plate 20 and the auxiliary bonding member 30 can be prevented from being rotated relative to the top plate 10.
 また、詳細後述するが、接合補助部材30は、面積が大きく、かつ厚さPが大きいほど板厚方向(3次元方向)の外部応力に対して強度を増すため、望ましい。だが、必要以上に大きいと重量増要因や、上板10の表面からの出っ張り過剰により、美的外観劣化や近接する他の部材との干渉が生じる。このため、接合補助部材30のサイズは、必要設計に応じて決定される。 Although described in detail later, the auxiliary bonding member 30, to increase the strength against external stress as the area is large and the thickness P H is larger thickness direction (three dimensional directions), desirable. However, if it is larger than necessary, it may cause an increase in weight or excessive protrusion from the surface of the upper plate 10, resulting in aesthetic appearance deterioration and interference with other adjacent members. For this reason, the size of the joining auxiliary member 30 is determined according to the required design.
 さらに、詳細後述するが、接合補助部材30の穴部33のサイズ(PSX、PSY)は、上板10に設けられた穴11のサイズ(PDX、PDY)と同じか、もしくは小さくなければならない。接合補助部材30の穴部の33のサイズ(PSX、PSY)の方が大きければ、Al合金やMg合金が超高温であるアークに当たって沢山溶融し、形成される溶接金属40内に多量の金属間化合物を形成して脆化しやすくなるためである。また、アーク溶接時にAlやMgが蒸発し、多量のスパッタやヒュームを発生して周囲環境を汚染する。AlやMgはできるだけ溶融や蒸発させないことが、本溶接法では重要であり、ゆえに溶接金属40が接合補助部材30の高さに到達するまでは露出していないことが必要である。 Further, as will be described in detail later, the size (P SX , P SY ) of the hole 33 of the auxiliary joining member 30 is the same as or smaller than the size (P DX , P DY ) of the hole 11 provided in the upper plate 10. There must be. If the size (P SX , P SY ) of the hole portion 33 of the joining auxiliary member 30 is larger, a large amount of Al alloy or Mg alloy is melted by hitting the arc that is at a very high temperature, and a large amount is formed in the formed weld metal 40. This is because an intermetallic compound is formed and is easily embrittled. Also, during arc welding, Al and Mg evaporate, generating a large amount of spatter and fumes and polluting the surrounding environment. It is important in this welding method that Al and Mg are not melted or evaporated as much as possible. Therefore, it is necessary that the weld metal 40 is not exposed until it reaches the height of the joining auxiliary member 30.
 また、接合補助部材30は、Al合金もしくはMg合金である上板10と鋼である下板20とを重ね合わせる際に、重ね合わせ面に生じる空隙(ギャップ)gを最小化する役割を果たす(図14A参照)。アーク溶接工程では、溶接金属40は熱収縮するため、その際、下板20と接合補助部材30が共に近づく方向に力が作用する。それによって、溶接前に多少の空隙gがあっても、図14Bに示すように、溶接後には空隙gは減少し、接合部の設計精度が高まる。 Further, the joining auxiliary member 30 plays a role of minimizing a gap (gap) g generated on the overlapping surface when the upper plate 10 made of Al alloy or Mg alloy and the lower plate 20 made of steel are overlapped ( 14A). In the arc welding process, since the weld metal 40 is thermally contracted, a force acts in a direction in which the lower plate 20 and the joining auxiliary member 30 approach each other. As a result, even if there is some gap g before welding, as shown in FIG. 14B, the gap g decreases after welding and the design accuracy of the joint is increased.
 なお、鋼製の接合補助部材30の材質は、純鉄および鉄合金であれば、特に制限されるものでなく、例えば、軟鋼、炭素鋼、ステンレス鋼などがあげられる。 Note that the material of the steel joining auxiliary member 30 is not particularly limited as long as it is pure iron and an iron alloy, and examples thereof include mild steel, carbon steel, and stainless steel.
 また、接合補助部材30の各種寸法は、図15~図16Bに示すように、上板10との関係で次のように設定される。 The various dimensions of the joining auxiliary member 30 are set as follows in relation to the upper plate 10 as shown in FIGS. 15 to 16B.
 ・穴部の長軸側長さPSX及び短軸側長さPSY
 穴部33の長軸側長さPSXは、上板10の穴11の長軸側長さBDXに対し50%以上100%以下に設計される。また、穴部33の短軸側長さPSYは、上板10の穴11の短軸側長さBDYに対し50%以上100%以下に設計される。上述したように、接合補助部材30の穴部33のサイズが上板10に空けられる穴11のサイズと同じか、もしくは小さくなければならない(即ち、100%以下)。しかしながら、穴部33のサイズが小さすぎるのは望ましくない。穴部33の長軸側長さPSX、短軸側長さPSYが穴11の長軸側長さBDX、短軸側長さBDYに対し50%未満であると、図17Aに示すように、形成される溶接金属40と上板10の穴壁間に空隙が出来、せん断方向の応力が作用すると大きな位置ずれを起こしやすくなる。また、上下剥離応力に対しても、図17Bに示すように、接合補助部材30が変形して抜けやすくなる。これらの理由により、接合補助部材30の穴部33の長軸側長さPSX、短軸側長さPSYが上板10に空けられる穴11の長軸側長さBDX、短軸側長さBDYに対しそれぞれ50%以上とするのが望ましい。
・ Long axis side length P SX and short axis side length P SY of the hole
The long axis side length P SX of the hole 33 is designed to be 50% or more and 100% or less with respect to the long axis side length B DX of the hole 11 of the upper plate 10. Further, the short axis side length PSY of the hole 33 is designed to be 50% or more and 100% or less with respect to the short axis side length BDY of the hole 11 of the upper plate 10. As described above, the size of the hole 33 of the auxiliary joining member 30 must be the same as or smaller than the size of the hole 11 formed in the upper plate 10 (that is, 100% or less). However, it is not desirable that the size of the hole 33 is too small. When the major axis side length P SX and the minor axis side length P SY of the hole 33 are less than 50% of the major axis side length B DX and the minor axis side length B DY of the hole 11, FIG. As shown, a gap is formed between the weld metal 40 to be formed and the hole wall of the upper plate 10, and when a stress in the shearing direction is applied, a large positional deviation is likely to occur. Also, as shown in FIG. 17B, the joining assisting member 30 is easily deformed and easily pulled out against the vertical peeling stress. For these reasons, the major axis side length P SX and the minor axis side length P SY of the hole 33 of the joining auxiliary member 30 are the major axis side length B DX and the minor axis side of the hole 11 formed in the upper plate 10. It is desirable that the length B DY is 50% or more for each.
 ・接合補助部材の長軸側長さPDX及び短軸側長さPDY
 接合補助部材30の長軸側長さPDXは、上板10の穴11の長軸側長さBDXに対し105%以上に設計される。また、接合補助部材30の短軸側長さPDYは、上板10の穴11の短軸側長さBDYに対し105%以上に設計される。接合補助部材30は、上述したように、板厚方向への外部応力、言い換えれば引き剥がす応力が働いた際への抵抗力としての主体的役割を果たす。接合補助部材30は外形寸法が大きく、かつ厚さが大きいほど板厚方向(3次元方向)の外部応力に対して強度を増すため、望ましい。接合補助部材30の長軸側長さPDX、短軸側長さPDYが穴11の長軸側長さBDX、短軸側長さBDYに対し105%未満では、接合補助部材30が板厚方向への外部応力に対して弾塑性変形した場合、上板10の穴11の大きさ以下の見かけ寸法に容易になりやすく、さすれば上板10が抜けてしまいやすくなる。つまり、接合補助部材30が高い抵抗力を示さない。したがって、接合補助部材30の長軸側長さPDX、短軸側長さPDYは、穴11の長軸側長さBDX、短軸側長さBDYの105%をそれぞれ下限とする。より好ましくは、接合補助部材30の長軸側長さPDX、短軸側長さPDYは、穴11の長軸側長さBDX、短軸側長さBDYの120%をそれぞれ下限とするとよい。一方、接合部強度の観点では上限を設ける必要は無い。
・ Long axis side length PDX and short axis side length PDY of the joining auxiliary member
The long axis side length P DX of the joining auxiliary member 30 is designed to be 105% or more with respect to the long axis side length B DX of the hole 11 of the upper plate 10. Further, the minor axis side length P DY of the joining auxiliary member 30 is designed to be 105% or more with respect to the minor axis side length B DY of the hole 11 of the upper plate 10. As described above, the joining auxiliary member 30 plays a main role as a resistance force when an external stress in the thickness direction, in other words, a stress to be peeled off is applied. The joining auxiliary member 30 is desirable because the outer dimensions are larger and the thickness is larger, the strength is increased against external stress in the plate thickness direction (three-dimensional direction). If the major axis side length P DX and the minor axis side length P DY of the joining auxiliary member 30 are less than 105% of the major axis side length B DX and the minor axis side length B DY of the hole 11, the joining auxiliary member 30 However, when it is elasto-plastically deformed with respect to an external stress in the plate thickness direction, it is easy to obtain an apparent dimension equal to or smaller than the size of the hole 11 of the upper plate 10, and the upper plate 10 is likely to come off. That is, the joining auxiliary member 30 does not exhibit high resistance. Therefore, the major axis side length P DX and the minor axis side length P DY of the joining auxiliary member 30 are respectively set to 105% of the major axis side length B DX and the minor axis side length B DY of the hole 11 as lower limits. . More preferably, the major axis side length P DX and the minor axis side length P DY of the joining auxiliary member 30 are lower limits of 120% of the major axis side length B DX and the minor axis side length B DY of the hole 11, respectively. It is good to do. On the other hand, there is no need to provide an upper limit in terms of joint strength.
 ・接合補助部材の厚さP
 接合補助部材30の厚さPは、上板10の板厚Bの50%以上150%以下に設計される。上記で述べたとおり、接合補助部材30は外形寸法が大きく、かつ厚さPが大きいほど板厚方向(3次元方向)の外部応力に対して強度を増すため、望ましい。この接合補助部材30の厚さPは継手の上板10の板厚Bに応じて大きくすることで高い抵抗力を発揮する。接合補助部材30の厚さPが上板10の板厚Bの50%未満では、接合補助部材30が板厚方向への外部応力に対して容易に弾塑性変形を生じ、上板10の穴11の大きさ以下の見かけ寸法になると、抜けやすくなる。つまり、接合補助部材30が高い抵抗力を示さない。したがって、接合補助部材30の厚さPは上板10の板厚Bの50%を下限とする。一方、接合補助部材30の厚さPが上板10の板厚Bの150%を超えて大きくすると、継手強度的には問題ないが、過剰に張り出した形状となって外観が悪いだけでなく、重量も重くなる。したがって、接合補助部材30の厚さPは、上板10の板厚Bの150%以下にすることが必要である。
・ Thickness P H of joining auxiliary member
The thickness P H of the joining auxiliary member 30 is designed to be 50% or more and 150% or less of the plate thickness B H of the upper plate 10. As mentioned above, the auxiliary bonding member 30 to increase the strength against external stress large external dimensions, and as the thickness P H is larger thickness direction (three dimensional directions), desirable. By increasing the thickness P H of the joining auxiliary member 30 in accordance with the plate thickness B H of the upper plate 10 of the joint, a high resistance is exhibited. When the thickness P H of the joining auxiliary member 30 is less than 50% of the plate thickness B H of the upper plate 10, the joining auxiliary member 30 easily undergoes elasto-plastic deformation with respect to external stress in the plate thickness direction. When the apparent size is smaller than the size of the hole 11, the hole 11 is easily removed. That is, the joining auxiliary member 30 does not exhibit high resistance. Therefore, the thickness P H of the joining auxiliary member 30 is set to 50% of the plate thickness B H of the upper plate 10 as a lower limit. On the other hand, if the thickness P H of the joining auxiliary member 30 exceeds 150% of the plate thickness B H of the upper plate 10, there is no problem in the joint strength, but the overhanging shape results in poor appearance. Not only will the weight increase. Therefore, the thickness P H of the joining auxiliary member 30 needs to be 150% or less of the plate thickness B H of the upper plate 10.
 また、図1B及び図1Cに示すように、アークによる充填溶接工程において、接合補助部材30の表面上に余盛りWaが形成される際、余盛りWaの長軸側長さWDX、短軸側長さWDYは、接合補助部材30の穴部33の長軸側長さPSX、短軸側長さPSYの105%以上に設定される。
 上述のとおり、接合補助部材30は、板厚方向(3次元方向)の外部応力に対して抵抗力を発揮する役割があるが、穴部33を完全に埋めなければ高い抵抗力を発揮しない。穴部33が完全に埋まらず、穴部33の内側面が残った状態であると、接合補助部材30と溶接金属40との結合面積が不足し、容易に外れてしまうことがある。接合補助部材30と溶接金属40の結合面積を高めるためには、完全に充填し、余盛りWaが形成されることが望ましい。余盛りWaが形成されると、その長軸側長さWDX、短軸側長さWDYは接合補助部材30の穴部33の長軸側長さPSX、短軸側長さPSYを超えることになる。余盛りWaの長軸側長さWDX、短軸側長さWDYは、それぞれ接合補助部材30の穴部33の長軸側長さPSX、短軸側長さPSYの105%以上とすると確実に余盛り形成されたことになるため、これを下限値とする。
Further, as shown in FIGS. 1B and 1C, when the surplus Wa is formed on the surface of the joining auxiliary member 30 in the filling welding process by the arc, the major axis side length W DX of the surplus Wa is a short axis. The side length W DY is set to 105% or more of the long axis side length P SX and the short axis side length P SY of the hole 33 of the joining auxiliary member 30.
As described above, the joining auxiliary member 30 has a role of exerting resistance against external stress in the plate thickness direction (three-dimensional direction), but does not exhibit high resistance unless the hole 33 is completely filled. When the hole 33 is not completely filled and the inner side surface of the hole 33 remains, the coupling area between the joining auxiliary member 30 and the weld metal 40 may be insufficient and may be easily detached. In order to increase the bonding area between the joining auxiliary member 30 and the weld metal 40, it is desirable to completely fill and form the surplus Wa. When the surplus Wa is formed, the major axis side length W DX and the minor axis side length W DY are the major axis side length P SX and the minor axis side length P SY of the hole 33 of the auxiliary joining member 30. Will be exceeded. The major axis side length W DX and the minor axis side length W DY of the surplus Wa are 105% or more of the major axis side length P SX and the minor axis side length P SY of the hole 33 of the auxiliary joining member 30, respectively. If this is the case, the overfill is surely formed, so this is the lower limit.
 なお、上板10及び下板20の板厚については、限定される必要は必ずしもないが、施工能率と、重ね溶接としての形状を考慮すると、上板10の板厚は、4.0mm以下であることが望ましい。一方、アーク溶接の入熱を考慮すると、板厚が過度に薄いと溶接時に溶け落ちてしまい、溶接が困難であることから、上板10、下板20共に0.5mm以上とすることが望ましい。 In addition, about the plate | board thickness of the upper board 10 and the lower board 20, although it does not necessarily need to be limited, when construction efficiency and the shape as lap welding are considered, the board thickness of the upper board 10 is 4.0 mm or less. It is desirable to be. On the other hand, considering the heat input of arc welding, if the plate thickness is excessively thin, it will melt during welding and welding is difficult, so it is desirable that both the upper plate 10 and the lower plate 20 be 0.5 mm or more. .
 以上の構成により、上板10がアルミニウム合金もしくはマグネシウム合金、下板20が鋼の素材を強固に接合することができる。 With the above configuration, the upper plate 10 can firmly join the aluminum alloy or magnesium alloy, and the lower plate 20 can firmly join the steel material.
 ここで、異種金属同士を直接接合する場合の課題としては、IMCの形成という課題以外に、もう一つの課題が知られている。それは、異種金属同士が接すると、ガルバニ電池を形成する為に腐食を加速する原因になる。この原因(電池の陽極反応)による腐食は電食と呼ばれている。異種金属同士が接する面に水があると腐食が進むので、接合箇所として水が入りやすい場所に本実施形態が適用される場合は、電食防止を目的として、水の浸入を防ぐためのシーリング処理を施す必要がある。本接合法でもAl合金やMg合金と鋼が接する面は複数形成されるので、樹脂系の接着剤をさらなる継手強度向上の目的のみならず、シーリング材として用いることが好ましい。 Here, as a problem in the case of directly joining different kinds of metals, another problem is known in addition to the problem of IMC formation. That is, when dissimilar metals come into contact with each other, it causes corrosion to accelerate in order to form a galvanic cell. Corrosion due to this cause (battery anode reaction) is called electrolytic corrosion. Corrosion proceeds when there is water on the surface where dissimilar metals are in contact with each other, so when this embodiment is applied to a place where water can easily enter as a joint, sealing to prevent ingress of water for the purpose of preventing electrolytic corrosion It is necessary to perform processing. Even in this bonding method, a plurality of surfaces where the Al alloy or Mg alloy is in contact with the steel are formed. Therefore, it is preferable to use a resin adhesive not only for the purpose of further improving the joint strength but also as a sealing material.
 例えば、図18A及び図18Bに示す第1変形例のように、上板10及び下板20の接合面で、溶接部周囲に接着剤60を全周に亘って環状に塗布してもよい。なお、接着剤60を上板10及び下板20の接合面で、溶接部周囲に全周に亘って塗布する方法としては、図19A及び図19Bに示す第2変形例のように、溶接箇所を除いた接合面の全面に塗布する場合も含まれる、これにより、上板10、下板20、及び溶接金属40の電食速度を下げることができる。 For example, as in the first modification shown in FIGS. 18A and 18B, the adhesive 60 may be applied around the entire circumference of the welded portion at the joint surface of the upper plate 10 and the lower plate 20 in an annular shape. In addition, as a method of applying the adhesive 60 over the entire periphery of the welded portion at the joint surface of the upper plate 10 and the lower plate 20, as in the second modification shown in FIGS. 19A and 19B, In this case, the rate of electrolytic corrosion of the upper plate 10, the lower plate 20, and the weld metal 40 can be reduced.
 また、図20A及び図20Bに示す第3変形例のように、上板10の穴11の周囲と接合補助部材30の下面との間に接着剤60を塗布してもよい。これにより、上板10、接合補助部材30、及び溶接金属40の電食速度を下げることができる。
 この場合、副次的効果として、アーク溶接前に接合補助部材30を上板10に仮止めしておく作用がある。特に、図21に示すように、アーク溶接が、横向や上向姿勢になる場合、接着剤60を塗布しておくことで、接合補助部材30が重力によって落下するのを防ぐことができ、溶接を適切に施工することができる。
Moreover, you may apply | coat the adhesive agent 60 between the circumference | surroundings of the hole 11 of the upper board 10, and the lower surface of the joining auxiliary member 30 like the 3rd modification shown in FIG. 20A and 20B. Thereby, the electrolytic corrosion rate of the upper board 10, the joining auxiliary member 30, and the weld metal 40 can be lowered.
In this case, as a secondary effect, there is an operation of temporarily fixing the joining auxiliary member 30 to the upper plate 10 before arc welding. In particular, as shown in FIG. 21, when the arc welding is in a horizontal or upward posture, it is possible to prevent the joining auxiliary member 30 from falling due to gravity by applying the adhesive 60, and welding. Can be constructed properly.
 さらに、図22A及び図22Bに示す第4変形例のように、接合補助部材30と上板10の表面との境界部に接着剤60を塗布してもよい。これにより、電食速度低下の効果が得られると共に、接着剤塗布をアーク溶接前に行えば、接合補助部材30を上板10に仮止めしておく作用が得られる。なお、図20A及び図20Bに示す第3変形例では、塗布は溶接工程前にしか実施できないが、図22A及び図22Bに示す第4変形例では、塗布は溶接工程前でも溶接工程後でも可能である。 Furthermore, an adhesive 60 may be applied to the boundary between the joining auxiliary member 30 and the surface of the upper plate 10 as in the fourth modification shown in FIGS. 22A and 22B. As a result, the effect of reducing the electrolytic corrosion rate is obtained, and if the adhesive application is performed before arc welding, an operation of temporarily fixing the joining auxiliary member 30 to the upper plate 10 is obtained. In the third modification shown in FIGS. 20A and 20B, the application can be performed only before the welding process, but in the fourth modification shown in FIGS. 22A and 22B, the application can be performed before or after the welding process. It is.
 なお、接合補助部材30の上板10との接触面は、図23Aに示すように、必ずしも平坦な面である必要はない。即ち、接合補助部材30の上板10との接触面は、図23B及び図23Cに示すように、必要に応じてスリット34a、34bを設けて良い。特に、上板10との接触面側に円周状のスリット34a、格子状のスリット34b、又は放射状のスリット(図示せず)を設けると、接着剤60の塗布がスリット34a、34bの隙間に入り込んで逃げなくなるため、安定した接着が行なわれ、シーリングの効果も確実となる。このような平坦ではない面の場合の接合補助部材30の厚さPの定義は、高さの最も大きな部分とする。 In addition, the contact surface with the upper plate 10 of the joining auxiliary member 30 does not necessarily need to be a flat surface as shown in FIG. 23A. That is, as shown in FIGS. 23B and 23C, slits 34a and 34b may be provided on the contact surface of the joining auxiliary member 30 with the upper plate 10 as required. In particular, when a circumferential slit 34a, a grid-like slit 34b, or a radial slit (not shown) is provided on the contact surface side with the upper plate 10, the application of the adhesive 60 is applied to the gap between the slits 34a and 34b. Since it enters and does not escape, stable bonding is performed and the sealing effect is also ensured. Defining the thickness P H of the auxiliary bonding member 30 in the case of such a non-planar surface is the largest part of the height.
 さらに、図24に示す第5変形例のように、下板20に膨出部21を設けてもよい。
 典型的に、AlやMg合金製上板10の板厚が大きな場合がある。上板10の板厚が大きいと、溶接工程で溶接ワイヤを沢山溶融して、上板10の穴11を越えて接合補助部材30の穴部33を埋める必要があり、熱量が過大となって、充填完了するより先に下板20の鋼板が溶け落ちしてしまいやすくなる。このため、下板20について絞り加工で膨出部21を設ければ、穴11の体積が小さくなるので溶け落ち欠陥を防ぎながら、充填することができる。
Furthermore, a bulging portion 21 may be provided on the lower plate 20 as in a fifth modification shown in FIG.
Typically, the thickness of the upper plate 10 made of Al or Mg alloy may be large. When the plate thickness of the upper plate 10 is large, it is necessary to melt a lot of welding wires in the welding process and fill the hole portion 33 of the joining auxiliary member 30 beyond the hole 11 of the upper plate 10, and the amount of heat becomes excessive. The steel plate of the lower plate 20 is likely to melt away before the filling is completed. For this reason, if the bulging part 21 is provided by the drawing process about the lower board 20, since the volume of the hole 11 becomes small, it can be filled, preventing a melt-off defect.
 また、第5変形例では、下板20の膨出部21は、上板10と下板20とを位置合わせをするための目印となり、下板20の膨出部21と上板10の穴11を容易に合わせることができ、重ね合わせ作業の効率向上につながる。 Further, in the fifth modified example, the bulging portion 21 of the lower plate 20 serves as a mark for aligning the upper plate 10 and the lower plate 20, and the bulging portion 21 of the lower plate 20 and the hole of the upper plate 10. 11 can be easily matched, leading to an improvement in the efficiency of the overlaying work.
 なお、膨出部21の絞り加工は、図25Aに示すように、下板20の膨出部21が形成される部分の周辺部をダイ50で拘束する。そして、図25Bに示すように、膨出部21が形成される部分に圧力をかけてポンチ51を押し込むことで、膨出部21が成形される。 In addition, the drawing process of the bulging part 21 restrains the peripheral part of the part in which the bulging part 21 of the lower board 20 is formed with the die | dye 50, as shown to FIG. 25A. And as shown to FIG. 25B, the bulging part 21 is shape | molded by pressing the punch 51 by applying a pressure to the part in which the bulging part 21 is formed.
 また、本実施形態の溶接法は、接合面積が小さい点溶接と言えるので、ある程度の接合面積を有する実用部材同士の重ね合わせ部分Jを接合する場合は、本溶接法を図26A~図26Cに示すように、複数実施すればよい。これにより、重ね合わせ部分Jにおいて強固な接合が行われる。本実施形態は、図26B及び図26Cに示すような開断面構造にも使用できるが、特に、図26Aに示すような閉断面構造において好適に使用することができる。 In addition, since the welding method of this embodiment can be said to be spot welding with a small joining area, when joining the overlapping portions J of practical members having a certain joining area, this welding method is shown in FIGS. 26A to 26C. As shown, multiple implementations may be performed. Thereby, strong joining is performed in the overlapping portion J. Although this embodiment can be used for an open cross-sectional structure as shown in FIGS. 26B and 26C, it can be suitably used particularly for a closed cross-sectional structure as shown in FIG. 26A.
 また、実用部材同士の重ね合わせ部分Jを接合する場合、強度や剛性を確保する観点から、近接した領域に複数の接合部を設けることが一般的である。図26A~図26Cに示すような継手では、全ての溶接位置毎に接合補助部材30を一枚ずつ挿入している。しかしながら、近接した領域に複数の溶接位置がある場合には、図27A~図27Cに示すように、複数の溶接位置の距離に合わせた複数の穴部33を持った接合補助部材30Aを使用するほうが、接合補助部材30の配置の作業性を向上できる。 In addition, when joining the overlapping portions J of the practical members, it is common to provide a plurality of joints in adjacent regions from the viewpoint of ensuring strength and rigidity. In the joint as shown in FIGS. 26A to 26C, one joining auxiliary member 30 is inserted at every welding position. However, when there are a plurality of welding positions in the adjacent region, as shown in FIGS. 27A to 27C, a joining auxiliary member 30A having a plurality of hole portions 33 corresponding to the distances of the plurality of welding positions is used. The workability of arrangement | positioning of the joining auxiliary member 30 can be improved.
 図28A~図28Cは、複数の穴部33を有する接合補助部材30Aの各例をそれぞれ示している。このような接合補助部材30Aを使用する場合には、上板10にも複数の穴11が空けられ、接合補助部材30Aの複数の穴部33と、上板10に設けられた複数の穴11とが同軸上にそれぞれ配置される。そして、接合補助部材30の複数の穴部33を溶接金属40でそれぞれ充填すると共に、下板20及び接合補助部材30を溶接する。なお、図28Bの長方形の接合補助部材30A、及び図28Cの角丸四角形の接合補助部材30Aにおいて、穴部33の中心から四角形の一辺までの距離P、Pの寸法規定は、上述した上板10との関係で与えられる長軸側長さPDX、短軸側長さPDYを用いて、PDX=2・P、PDY=2・Pとして与えられる。 28A to 28C show examples of the joining auxiliary member 30A having a plurality of hole portions 33, respectively. When such a joining auxiliary member 30A is used, a plurality of holes 11 are also formed in the upper plate 10, and a plurality of holes 33 of the joining auxiliary member 30A and a plurality of holes 11 provided in the upper plate 10 are provided. Are arranged on the same axis. And while filling the some hole part 33 of the joining auxiliary member 30 with the weld metal 40, the lower board 20 and the joining auxiliary member 30 are welded. In addition, in the rectangular joining auxiliary member 30A in FIG. 28B and the rounded quadrangular joining auxiliary member 30A in FIG. 28C, the dimension definition of the distances P X and P Y from the center of the hole 33 to one side of the square is described above. Using the long axis side length P DX and the short axis side length P DY given in relation to the upper plate 10, P DX = 2 · P X and P DY = 2 · P Y are given.
 以上説明したように、本実施形態の異材接合用アーク溶接法によれば、上板10に縦横長さの異なる非円形の穴11を空ける工程と、上板10と下板20を重ね合わせる工程と、縦横長さの異なる非円形の穴部33が形成される鋼製の接合補助部材30を、該穴部33が上板10に設けられた穴11と同軸、且つ、それぞれの長軸方向a、bが一致するように上板10上に配置する工程と、以下の(a)~(e)のいずれかの手法によって、接合補助部材30の穴部33を溶接金属40で充填すると共に、上板10の穴11内の溶接金属40を介して下板20及び接合補助部材30を溶接する工程と、を備える。 As described above, according to the arc welding method for dissimilar material joining according to the present embodiment, the step of forming the non-circular holes 11 having different vertical and horizontal lengths in the upper plate 10 and the step of overlapping the upper plate 10 and the lower plate 20 are performed. And the steel joining auxiliary member 30 in which the non-circular hole portions 33 having different vertical and horizontal lengths are formed, the hole portions 33 being coaxial with the holes 11 provided in the upper plate 10 and in the respective major axis directions. The hole 33 of the joining auxiliary member 30 is filled with the weld metal 40 by the step of arranging on the upper plate 10 so that a x and b x coincide with each other and the following methods (a) to (e): And welding the lower plate 20 and the joining auxiliary member 30 via the weld metal 40 in the hole 11 of the upper plate 10.
(a)鉄合金、または、Ni合金の溶接金属40が得られる溶接ワイヤを溶極として用いるガスシールドアーク溶接法。
(b)前記溶接ワイヤを溶極として用いるノンガスアーク溶接法。
(c)前記溶接ワイヤを非溶極フィラーとして用いるガスタングステンアーク溶接法。
(d)前記溶接ワイヤを非溶極フィラーとして用いるプラズマアーク溶接法。
(e)鉄合金、または、Ni合金の溶接金属40が得られる被覆アーク溶接棒を溶極として用いる被覆アーク溶接法。
 これにより、Al合金もしくはMg合金の上板10と鋼の下板20を、安価なアーク溶接設備を用いて、強固かつ信頼性の高い品質で接合でき、かつ開断面構造にも閉断面構造にも制限無く適用できる。
(A) A gas shielded arc welding method using a welding wire from which an iron alloy or Ni alloy weld metal 40 is obtained as a melting electrode.
(B) Non-gas arc welding method using the welding wire as a melting electrode.
(C) Gas tungsten arc welding method using the welding wire as a non-melting electrode filler.
(D) A plasma arc welding method using the welding wire as a non-melting electrode filler.
(E) A coated arc welding method in which a coated arc welding rod from which an iron alloy or Ni alloy weld metal 40 is obtained is used as a melting electrode.
As a result, the upper plate 10 of the Al alloy or Mg alloy and the lower plate 20 of the steel can be joined with low-cost arc welding equipment with strong and reliable quality, and the open cross-section structure can be changed to the closed cross-section structure. Can be applied without limitation.
 また、下板20には、絞り加工により膨出部21が形成されており、重ね合わせ工程において、下板20の膨出部21が、上板10の穴11内に配置される。これにより、上板10の板厚が大きな場合でも溶け落ち欠陥を防止して溶接することができ、また、上板10と下板20を容易に位置決めすることができる。 The bulging portion 21 is formed on the lower plate 20 by drawing, and the bulging portion 21 of the lower plate 20 is disposed in the hole 11 of the upper plate 10 in the overlapping process. Thereby, even when the plate | board thickness of the upper board 10 is large, a melt-off defect can be prevented and it can weld and the upper board 10 and the lower board 20 can be positioned easily.
 また、重ね合わせ工程の前に、上板10と下板20の少なくとも一方の重ね合せ面には、穴11の周囲に、全周に亘って接着剤60を塗布する工程を、さらに備える。これにより、接着剤は、継手強度向上の他、シーリング材として作用し、上板10、下板20及び溶接金属40の電食速度を下げることができる。 In addition, before the overlapping step, a step of applying the adhesive 60 around the hole 11 is further provided on at least one overlapping surface of the upper plate 10 and the lower plate 20. Thereby, an adhesive agent can act as a sealing material besides joint strength improvement, and can reduce the electrolytic corrosion rate of the upper board 10, the lower board 20, and the weld metal 40. FIG.
 また、配置工程において、接合補助部材30と、該接合補助部材と対向する上板10との間の少なくとも一方の対向面に、接着剤60を塗布する。これにより、上板10、接合補助部材30及び溶接金属40の電食速度を下げることができる。 Further, in the arranging step, the adhesive 60 is applied to at least one facing surface between the joining auxiliary member 30 and the upper plate 10 facing the joining auxiliary member. Thereby, the electrolytic corrosion rate of the upper plate 10, the joining auxiliary member 30, and the weld metal 40 can be lowered.
 また、配置工程の際、又は、充填溶接工程後に、接合補助部材30と、上板10の表面との境界部に接着剤60を塗布する。これにより、上板10と接合補助部材30の接合強度を向上することができる。なお、挿入工程の際に、接着剤60を塗布すれば、接合補助部材30を仮止めできる作用が得られる。 Further, the adhesive 60 is applied to the boundary between the joining auxiliary member 30 and the surface of the upper plate 10 during the arrangement process or after the filling and welding process. Thereby, the joining strength of the upper board 10 and the joining auxiliary member 30 can be improved. In addition, the effect | action which can temporarily fix the joining auxiliary member 30 will be acquired if the adhesive agent 60 is apply | coated in the case of an insertion process.
 また、接合補助部材30の穴部33の長軸側長さPSXは、上板10の穴11の長軸側長さBDXに対し50%以上100%以下であるので、溶接金属40内の金属間化合物の抑制、及び、せん断応力による位置ずれや、上下剥離応力による上板10の抜けを防止することができる。
 また、穴部33の短軸側長さPSYは、上板10の穴11の短軸側長さBDYに対し50%以上100%以下であるので、溶接金属40内の金属間化合物の抑制、及び、せん断応力による位置ずれや、上下剥離応力による上板10の抜けを防止することができる。
In addition, since the long axis side length P SX of the hole 33 of the joining auxiliary member 30 is 50% or more and 100% or less with respect to the long axis side length B DX of the hole 11 of the upper plate 10, It is possible to prevent the intermetallic compound from being suppressed, the displacement due to the shear stress, and the upper plate 10 from coming off due to the vertical peeling stress.
Further, since the short axis side length P SY of the hole 33 is 50% or more and 100% or less with respect to the short axis side length B DY of the hole 11 of the upper plate 10, the intermetallic compound in the weld metal 40 is formed. It is possible to prevent the displacement of the upper plate 10 due to the suppression and the shear stress, and the upper plate 10 from coming off due to the vertical peeling stress.
 また、接合補助部材30の長軸側長さPDXは、上板10の穴11の長軸側長さBDXに対し105%以上であるので、接合補助部材30は、板厚方向の外部応力への抵抗力として機能することができる。
 また、接合補助部材30の短軸側長さPDYは、上板10の穴11の短軸側長さBDYに対し105%以上であるので、接合補助部材30は、板厚方向の外部応力への抵抗力として機能することができる。
Moreover, since the major axis side length P DX of the joining auxiliary member 30 is 105% or more with respect to the major axis side length B DX of the hole 11 of the upper plate 10, the joining auxiliary member 30 is arranged outside the plate thickness direction. It can function as a resistance to stress.
In addition, since the minor axis side length P DY of the joining auxiliary member 30 is 105% or more with respect to the minor axis side length B DY of the hole 11 of the upper plate 10, the joining auxiliary member 30 is external to the plate thickness direction. It can function as a resistance to stress.
 また、接合補助部材30の厚さPは、上板10の板厚Bの50%以上150%以下であるので、接合補助部材30は、外観性及び重量増を考慮しつつ、板厚方向の外部応力への抵抗力として機能することができる。 Further, since the thickness P H of the joining auxiliary member 30 is 50% or more and 150% or less of the plate thickness B H of the upper plate 10, the joining auxiliary member 30 has a plate thickness in consideration of appearance and weight increase. Can act as a resistance to external stress in the direction.
 また、充填溶接工程において、接合補助部材の表面上に余盛りWaが形成され、かつ余盛りWaの長軸側長さWDXが、接合補助部材30の穴部33の長軸側長さPSXに対し、105%以上となるので、余盛りWaは、板厚方向の外部応力への抵抗力として機能することができる。
 また、充填溶接工程において、接合補助部材の表面上に余盛りWaが形成され、かつ余盛りWaの短軸側長さWDYが、接合補助部材30の穴部33の短軸側長さPSYに対し、105%以上となるので、余盛りWaは、板厚方向の外部応力への抵抗力として機能することができる。
Further, in the filling welding process, the surplus Wa is formed on the surface of the joining auxiliary member, and the major axis side length W DX of the surplus Wa is the major axis side length P of the hole 33 of the joining auxiliary member 30. Since it becomes 105% or more with respect to SX , surplus Wa can function as a resistance force to the external stress of a plate | board thickness direction.
Further, in the filling welding process, excess prime Wa on the surface of the bonding auxiliary member is formed, and short shaft length W DY of excess prime Wa is short shaft length P of the hole portion 33 of the auxiliary bonding member 30 Since it is 105% or more with respect to SY , the surplus Wa can function as a resistance force to external stress in the thickness direction.
 また、上板10には、複数の穴11が空けられると共に、接合補助部材30は、複数の穴部33を備え、接合補助部材30の複数の穴部33と、上板10に設けられた複数の穴11とが同軸上、且つ、それぞれの長軸方向a、bが一致するにそれぞれ配置され、接合補助部材30の複数の穴部33を溶接金属40でそれぞれ充填すると共に、上板10の穴11内の溶接金属40を介して下板20及び接合補助部材30を溶接する。これにより、複数の接合部を設ける場合に、接合補助部材30の配置の作業性を向上できる。 The upper plate 10 is provided with a plurality of holes 11, and the joining auxiliary member 30 includes a plurality of hole portions 33, and is provided in the plurality of hole portions 33 of the joining auxiliary member 30 and the upper plate 10. The plurality of holes 11 are arranged coaxially and the respective major axis directions a x and b x coincide with each other, and the plurality of holes 33 of the joining auxiliary member 30 are respectively filled with the weld metal 40 and The lower plate 20 and the joining auxiliary member 30 are welded through the weld metal 40 in the hole 11 of the plate 10. Thereby, when providing a some junction part, workability | operativity of arrangement | positioning of the joining auxiliary member 30 can be improved.
 また、本実施形態の接合補助部材30は、鋼製で、縦横長さの異なる非円形の穴部33が形成される。これにより、接合補助部材30は、上述した異材接合用アーク溶接法に好適に用いられる。 Further, the joining auxiliary member 30 of the present embodiment is made of steel, and is formed with non-circular hole portions 33 having different vertical and horizontal lengths. Thereby, joining auxiliary member 30 is used suitably for the arc welding method for different material joining mentioned above.
 また、本実施形態の異材溶接継手1は、アルミニウム合金もしくはマグネシウム合金製の上板10と、上板10にアーク溶接された、鋼製の下板20と、を備え、上板10は、下板20との重ね合わせ面に臨む縦横長さの異なる非円形の穴11を有し、縦横長さの異なる非円形の穴部33が形成される鋼製の接合補助部材30をさらに備え、接合補助部材30は、穴部33が上板10に設けられた穴11と同軸、且つ、それぞれの長軸方向a、bが一致するように上板10上に配置され、接合補助部材30の穴部33は、鉄合金、または、Ni合金の溶接金属40で充填されると共に、溶接金属40と、溶融された下板20及び接合補助部材30の一部とによって溶融部Wが形成される。
 これにより、Al合金もしくはMg合金の上板10と鋼の下板20とを備えた異材溶接継手1は、安価なアーク溶接設備を用いて、強固かつ信頼性の高い品質で接合され、かつ開断面構造にも閉断面構造にも制限無く適用できる。
Further, the dissimilar material welded joint 1 of the present embodiment includes an upper plate 10 made of an aluminum alloy or a magnesium alloy, and a steel lower plate 20 arc-welded to the upper plate 10, and the upper plate 10 It further includes a steel joining auxiliary member 30 that has non-circular holes 11 having different vertical and horizontal lengths facing the overlapping surface with the plate 20, and is formed with non-circular hole portions 33 having different vertical and horizontal lengths. The auxiliary member 30 is disposed on the upper plate 10 so that the hole 33 is coaxial with the hole 11 provided in the upper plate 10 and the major axis directions a x and b x coincide with each other. The hole 33 is filled with a weld metal 40 of iron alloy or Ni alloy, and a melted portion W is formed by the weld metal 40 and a part of the molten lower plate 20 and the joining auxiliary member 30. The
As a result, the dissimilar welded joint 1 including the upper plate 10 of Al alloy or Mg alloy and the lower plate 20 of steel is joined with a strong and reliable quality using an inexpensive arc welding equipment and opened. The present invention can be applied to both a cross-sectional structure and a closed cross-sectional structure without limitation.
 尚、本発明は、前述した実施形態及び実施例に限定されるものではなく、適宜、変形、改良、等が可能である。 Note that the present invention is not limited to the above-described embodiments and examples, and modifications, improvements, and the like can be made as appropriate.
 ここで、以下の実施例A~Eを用いて、本実施形態の有効性を確認した。 Here, the effectiveness of the present embodiment was confirmed using the following Examples A to E.
<実施例A>
 実施例Aでは、上板10を板厚1.6mmのアルミニウム合金A5083、下板20を板厚1.4mmの590MPa級高張力鋼板とした組合せの重ね継手を用いた。また、この重ね継手は、直径1.2mmのJIS Z3312 G78A4MN5CM3Tの鋼製溶接ワイヤを用い、Ar80%+CO20%の混合ガスをシールドガスとしたマグ溶接法にて、溶接ワイヤを移動させながらアーク溶接を行って接合された。
<Example A>
In Example A, a lap joint having a combination in which the upper plate 10 is an aluminum alloy A5083 having a plate thickness of 1.6 mm and the lower plate 20 is a 590 MPa class high-tensile steel plate having a plate thickness of 1.4 mm was used. In addition, this lap joint uses a JIS Z3312 G78A4MN5CM3T steel welding wire with a diameter of 1.2 mm, and an arc while moving the welding wire by a mag welding method using a mixed gas of Ar 80% + CO 2 20% as a shielding gas. Joined by welding.
 この溶接継手1に対して、JIS Z3136「抵抗スポット及びプロジェクション 溶接継手のせん断試験に対する試験片寸法及び試験方法」、およびJIS Z3137「抵抗スポット及びプロジェクション溶接継手の十字引張試験」に従って、破壊試験を行った。なお、上板10に設けられた穴11の長軸側、及び接合補助部材30の穴部33の長軸側が、試験片である長方形の上板10の短手側を向くようにした。ここでは、Z3136の引張強度をTSSとして表し、Z3137の引張強度をCTSとして表す。合否判定値として、TSS≧8kN、CTS≧5kNとした。 The welded joint 1 is subjected to a destructive test according to JIS Z3136 “Test spot dimensions and test method for shear test of resistance spot and projection welded joint” and JIS Z3137 “Cross tensile test of resistance spot and projection welded joint”. It was. The long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece. Here, the tensile strength of Z3136 is represented as TSS, and the tensile strength of Z3137 is represented as CTS. As the pass / fail judgment values, TSS ≧ 8 kN and CTS ≧ 5 kN.
 さらに、必須ではないが好ましい性能値として、溶接継手を塩水噴霧、乾燥、湿潤の順で繰り替えして加速腐食させるJASO-CCT(Japanese Automobile Standards Organization Cyclic Corrosion Test)を28日間実施し、その後同様に破壊試験を実施して、腐食後TSSおよび腐食後CTSを取得した。これら好ましい性能値の合格判定値は腐食無し試験の値に対し80%以上とした。 Furthermore, as a preferable performance value, although not essential, JASO-CCT (Japane Automobile Standards Organization Corrosion Test) is carried out for 28 days, in which the welded joint is accelerated and corroded in the order of salt spray, drying and wetting. Destructive testing was performed to obtain post-corrosion TSS and post-corrosion CTS. The acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
 表1では、比較例をNo.A1~A5、本実施例をNo.A6~A16に示す。 In Table 1, comparative example No. A1 to A5, this example No. Shown in A6 to A16.
Figure JPOXMLDOC01-appb-T000001
Figure JPOXMLDOC01-appb-T000001
 No.A1は、接合補助部材を用いず、上板10に穴も開けず、上板10に対して直接アーク溶接を実施したものである。また、接着剤も用いていない。鋼製溶接ワイヤとアルミ母材が溶融混合するので、形成された溶接金属は極めて脆い金属間化合物となり、低いTSS,CTSとなった。 No. A <b> 1 is obtained by performing arc welding directly on the upper plate 10 without using a joining auxiliary member and without making a hole in the upper plate 10. Also, no adhesive is used. Since the steel welding wire and the aluminum base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
 No.A2は上板10に長軸長さ9.0mm、短軸長さ7.0mmの角丸長方形の穴11を設けるが、接合補助部材30を用いないでアーク溶接を実施したものである。No.A1に比べると溶接金属のアルミ混合量が低下するので、金属間化合物量が少なく、脆化度合も低いが、それでもなお低いTSS,CTSであった。 No. In A 2, a rounded round hole 11 having a major axis length of 9.0 mm and a minor axis length of 7.0 mm is provided on the upper plate 10, but arc welding is performed without using the joining auxiliary member 30. No. Compared with A1, the amount of aluminum mixed in the weld metal is reduced, so the amount of intermetallic compounds is small and the degree of embrittlement is low, but still TSS and CTS are low.
 No.A3は穴開けをしていない上板10の上に接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30の材質はJIS G3106 SM490Cであり、外形形状が上板10の穴11と相似形である(以降、実施例Aの材質は同じ)。なお、ここでは接合補助部材30には穴開けをしていない。この結果、接合補助部材30と上板10を貫通して下板20まで溶け込ますことができず、溶接することができなかった。 No. A3 is obtained by placing the joining auxiliary member 30 on the upper plate 10 which is not perforated and arc welding from above. The material of the joining auxiliary member 30 is JIS G3106 SM490C, and the outer shape is similar to the hole 11 of the upper plate 10 (hereinafter, the material of Example A is the same). Here, the joining auxiliary member 30 is not perforated. As a result, the joining auxiliary member 30 and the upper plate 10 could not penetrate into the lower plate 20 and could not be welded.
 No.A4は長軸長さ9.0mm、短軸長さ7.0mmの角丸長方形の穴開けをした上板10の上に接合補助部材30を載せて、その上からアーク溶接したものである。なお、ここでは接合補助部材30には穴開けをしていない。この結果、接合補助部材30を貫通して下板20まで溶け込ますことは何とかできたものの、下板20の溶込み幅が非常に小さく、破壊試験をすると容易に破断した。 No. A4 is obtained by placing the auxiliary joining member 30 on the upper plate 10 having a rounded rectangular shape with a major axis length of 9.0 mm and a minor axis length of 7.0 mm, and arc welding from above. Here, the joining auxiliary member 30 is not perforated. As a result, although it was possible to somehow penetrate the joining auxiliary member 30 and melt into the lower plate 20, the penetration width of the lower plate 20 was very small, and it was easily broken when subjected to a destructive test.
 No.A5は穴開けをしていない上板10の上に接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30には長軸長さ9.0mm、短軸長さ7.0mmの角丸長方形の穴開けをしている。この結果、溶接金属はNo.A1と同様に鋼製溶接ワイヤとアルミ母材が溶融混合したものになるので、形成された溶接金属は極めて脆い金属間化合物となり、低いTSS,CTSとなった。 No. A5 is obtained by placing the joining auxiliary member 30 on the upper plate 10 that is not perforated and arc welding from above. The joining auxiliary member 30 has a rounded rectangular hole having a major axis length of 9.0 mm and a minor axis length of 7.0 mm. As a result, the weld metal was No. As in A1, since the steel welding wire and the aluminum base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
 一方、No.A6~A16は、長軸長さ9.0mm、短軸長さ7.0mmの角丸長方形の穴開けをした上板10の上に角丸長方形の接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30には本発明の範囲の適当なサイズの角丸長方形の穴開けを施している。これらの試験体では形成される溶接金属40のアルミ流入が接合補助部材30の存在によりゼロもしくは極めて低く抑制され、高品質の溶接金属が形成される。さらに、下板20の溶込みも十分大きくなり、また接合補助部材30が上板10の穴11に対して広い面積を有する構造となっているため、十字引張試験ではすっぽ抜けが防げて高いCTSも得られた。さらにまた、適切な箇所に金属用常温速硬化型2液混合接着材を塗布した試験体(A7~A9,A12~A16)では、アルミと鋼界面の電食を防ぐ作用があり、腐食によるCTSやTSSの低下が抑制されて、高い腐食後CTS,TSSを示した。具体的にはNo.A6に対して、No.A7、No.A8、No.A9と接着剤塗布箇所を増やすにつれ、腐食後TSSおよび腐食後CTSが順に高まっていることがわかる。No.A15は、接合補助部材30の厚さPが最も好ましい範囲を超えているが、継手性能としては全く問題無く良好な性能である。ただし、他と比較して長い溶接時間を要し、かつ外観的も平坦性に欠けることから美しくないという点で最も好ましい範囲から外れている事例である。 On the other hand, no. In A6 to A16, a rounded rectangular joining auxiliary member 30 is placed on the upper plate 10 in which a rounded rectangular hole having a major axis length of 9.0 mm and a minor axis length of 7.0 mm is drilled. Arc welded. The joining auxiliary member 30 is provided with a rounded rectangular hole having an appropriate size within the scope of the present invention. In these test bodies, the aluminum inflow of the weld metal 40 to be formed is suppressed to zero or extremely low due to the presence of the joining auxiliary member 30, and a high-quality weld metal is formed. Further, the penetration of the lower plate 20 becomes sufficiently large, and the joining auxiliary member 30 has a structure having a wide area with respect to the hole 11 of the upper plate 10, so that it is possible to prevent slipping off in the cross tension test and is high. CTS was also obtained. Furthermore, the specimens (A7 to A9, A12 to A16) coated with a metal room temperature rapid-curing type two-component mixed adhesive at an appropriate location have the effect of preventing electrolytic corrosion at the aluminum / steel interface, and CTS caused by corrosion. And the decrease in TSS was suppressed, and high post-corrosion CTS and TSS were exhibited. Specifically, no. For A6, no. A7, No. A8, No. It can be seen that the post-corrosion TSS and the post-corrosion CTS increase in order as the number of A9 and adhesive application points increases. No. A15 is the thickness P H of the auxiliary bonding member 30 is beyond the most preferred range, the joint performance is good performance without any problem. However, this is an example that deviates from the most preferable range in that it requires a longer welding time than others and is not beautiful because it lacks in appearance and flatness.
<実施例B>
 実施例Bでは、上板10を板厚0.8mmのマグネシウム合金ASTM AZ31B、下板20を板厚1.0mmの780MPa級高張力鋼板とした組合せの重ね継手を用いた。また、この重ね継手は、Ar100%ガスをシールドガスとして用いた直流ティグ溶接法にて、直径1.0mmのJIS Z3317 W55-1CM3の鋼製溶接ワイヤを非通電フィラーとして挿入しながらタングステン電極とフィラーワイヤを移動させながらアーク溶接を行って接合した。
<Example B>
In Example B, a combination lap joint was used in which the upper plate 10 was a magnesium alloy ASTM AZ31B having a plate thickness of 0.8 mm, and the lower plate 20 was a 780 MPa class high strength steel plate having a plate thickness of 1.0 mm. In addition, this lap joint is formed by a DC TIG welding method using Ar 100% gas as a shielding gas, and a tungsten electrode and a filler while inserting a steel welding wire of JIS Z3317 W55-1CM3 having a diameter of 1.0 mm as a non-conducting filler. Joining was performed by arc welding while moving the wire.
 この溶接継手1に対して、JIS Z3136およびJIS Z3137に従って、破壊試験を行った。なお、上板10に設けられた穴11の長軸側、及び接合補助部材30の穴部33の長軸側が、試験片である長方形の上板10の短手側を向くようにした。ここではZ3136の引張強度をTSSとして表し、Z3137の引張強度をCTSと表す。合否判定値として、TSS≧4kN、CTS≧3kNとした。 A destructive test was performed on the welded joint 1 in accordance with JIS Z3136 and JIS Z3137. The long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece. Here, the tensile strength of Z3136 is represented as TSS, and the tensile strength of Z3137 is represented as CTS. As the pass / fail judgment values, TSS ≧ 4 kN and CTS ≧ 3 kN.
 さらに、必須ではないが好ましい性能値として、実施例Aと同様に、溶接継手1に対してJASO-CCTを28日間実施し、その後同様に破壊試験を実施して、腐食後TSSおよび腐食後CTSを取得した。これら好ましい性能値の合格判定値は腐食無し試験の値に対し80%以上とした。 Further, as a preferable performance value that is not essential, as in Example A, JASO-CCT is performed on the welded joint 1 for 28 days, and then a destructive test is performed in the same manner to perform post-corrosion TSS and post-corrosion CTS. Acquired. The acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
 表2では、比較例をNo.B1~B5、本実施例をNo.B6~B17に示す。 In Table 2, the comparative example No. B1 to B5, this example No. Shown in B6 to B17.
Figure JPOXMLDOC01-appb-T000002
Figure JPOXMLDOC01-appb-T000002
 No.B1は接合補助部材を用いず、上板10に穴も開けず、上板10に対して直接アーク溶接を実施したものである。接着剤も用いていない。鋼製溶接ワイヤとマグネシウム母材が溶融混合するので、形成された溶接金属は極めて脆い金属間化合物となり、低いTSS,CTSとなった。 No. B1 does not use a joining auxiliary member, does not make a hole in the upper plate 10, and performs direct arc welding on the upper plate 10. No adhesive is used. Since the steel welding wire and the magnesium base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
 No.B2は上板10に長軸長さ7.0mm×短軸長さ5.0mmの半円-長方形-半円からなる長円形の穴11を設けるが、接合補助部材を用いないでアーク溶接を実施したものである。No.B1に比べると溶接金属のマグネシウム合金混合量が低下するので、金属間化合物量が少なく、脆化度合も低いが、それでもなお低いTSS,CTSであった。 No. B2 is provided with an elliptical hole 11 consisting of a semicircle-rectangle-semicircle having a major axis length of 7.0 mm and a minor axis length of 5.0 mm on the upper plate 10, but arc welding without using a joining auxiliary member. It has been implemented. No. Compared to B1, the amount of magnesium alloy mixed in the weld metal is reduced, so the amount of intermetallic compounds is small and the degree of embrittlement is low, but still TSS and CTS are low.
 No.B3は穴開けをしていない上板10の上に接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30の材質はJIS G3101 SS400であり、外形形状が円形である(以降、実施例Bの材質、外径形状は同じ)。なお、ここでは接合補助部材30には穴開けをしていない。この結果、接合補助部材30と上板10を貫通して下板20まで溶け込ますことは何とかできたものの、下板20の溶込み幅が非常に小さく、破壊試験をすると容易に破断した。 No. B3 is obtained by placing the joining auxiliary member 30 on the upper plate 10 that is not perforated and arc welding from above. The material of the joining auxiliary member 30 is JIS G3101 SS400, and the outer shape is circular (hereinafter, the material of Example B and the outer diameter shape are the same). Here, the joining auxiliary member 30 is not perforated. As a result, although it was possible to somehow penetrate the joining auxiliary member 30 and the upper plate 10 and melt into the lower plate 20, the penetration width of the lower plate 20 was very small, and it was easily broken when subjected to a destructive test.
 No.B4は、No.B2と同様の長円形の穴11を穴開けをした上板10の上に接合補助部材30を載せて、その上からアーク溶接したものである。なお、ここでは接合補助部材30には穴開けをしていない。この結果、接合補助部材30を貫通して下板20まで溶け込ますことは何とかできたものの、下板20の溶込み幅が非常に小さく、破壊試験をすると容易に破断した。 No. B4 is No. The joining auxiliary member 30 is placed on the upper plate 10 in which the oval hole 11 similar to B2 is drilled, and arc welding is performed thereon. Here, the joining auxiliary member 30 is not perforated. As a result, although it was possible to somehow penetrate the joining auxiliary member 30 and melt into the lower plate 20, the penetration width of the lower plate 20 was very small, and it was easily broken when subjected to a destructive test.
 No.B5は穴開けをしていない上板10の上に接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30には直径3.8mmの穴開けをしている。この結果、溶接金属はNo.B1と同様に鋼製溶接ワイヤとマグネシウム合金母材が溶融混合したものになるので、形成された溶接金属は極めて脆い金属間化合物となり、低いTSS,CTSとなった。 No. B5 is obtained by placing the joining auxiliary member 30 on the upper plate 10 that is not perforated and arc welding from above. The joining auxiliary member 30 is formed with a hole having a diameter of 3.8 mm. As a result, the weld metal was No. Similar to B1, since the steel welding wire and the magnesium alloy base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
 一方、No.B6~B17は、長軸長さ7.0mm×短軸長さ5.0mmの半円-長方形-半円からなる長円形の穴11を穴開けをした上板10の上に円形の接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30には本発明の範囲の適切なサイズの長円形の穴開けを施している。これらの試験体では形成される溶接金属40のマグネシウム流入が接合補助部材30の存在によりゼロもしくは極めて低く抑制され、高品質の溶接金属40が形成される。さらに、下板20の溶込みも十分大きくなり、また接合補助部材30が上板10の穴11に対して広い面積を有する構造となっているため、十字引張試験ではすっぽ抜けが防げて高いCTSも得られた。さらにまた、適切な箇所に接着材を塗布した試験体(B7~B17)では、マグネシウム合金と鋼界面の電食を防ぐ作用があり、腐食によるCTSやTSSの低下が抑制されて、高い腐食後CTS,TSSを示した。具体的にはNo.B6に対して、No.B7、No.B8、No.B9と接着剤塗布箇所を増やすにつれ、腐食後TSSおよび腐食後CTSが順に高まっていることがわかる。 On the other hand, No. B6 to B17 are circular joining aids on the upper plate 10 in which an elliptical hole 11 made of a semicircle-rectangle-semicircle having a major axis length of 7.0 mm × minor axis length of 5.0 mm is formed. The member 30 is placed and arc-welded from above. The joining auxiliary member 30 is provided with an oval hole having an appropriate size within the scope of the present invention. In these test bodies, the magnesium inflow of the weld metal 40 to be formed is suppressed to zero or extremely low due to the presence of the joining auxiliary member 30, and the high-quality weld metal 40 is formed. Further, the penetration of the lower plate 20 becomes sufficiently large, and the joining auxiliary member 30 has a structure having a wide area with respect to the hole 11 of the upper plate 10, so that it is possible to prevent slipping off in the cross tension test and is high. CTS was also obtained. Furthermore, the specimens (B7 to B17) coated with an adhesive at an appropriate location have the effect of preventing electrolytic corrosion at the magnesium alloy-steel interface, and the decrease in CTS and TSS due to corrosion is suppressed, and after high corrosion. CTS and TSS are shown. Specifically, no. For B6, no. B7, No. B8, No. It can be seen that the post-corrosion TSS and the post-corrosion CTS increase in order as the number of B9 and adhesive application points increases.
<実施例C>
 実施例Cでは、上板10が板厚3.6mmのアルミニウム合金A6061、下板20が板厚2.6mmの400MPa級鋼板とした組合せの重ね継手を用いた。また、重ね継手は、直径4.0mmのJIS Z3224 ENi6062のNi合金被覆アーク溶接棒を用いた被覆アーク溶接法にて、溶接棒を移動させながらアーク溶接を行って接合した。なお、上板10に穴開けを施した場合、下板20の溶接箇所にポンチによる深絞り加工を行い、1.8mmの高さ、すなわち上板10に設けた穴11の板厚中央まで入り込むように加工した。
<Example C>
In Example C, a combination lap joint was used in which the upper plate 10 was an aluminum alloy A6061 with a plate thickness of 3.6 mm, and the lower plate 20 was a 400 MPa class steel plate with a plate thickness of 2.6 mm. The lap joint was joined by arc welding while moving the welding rod by a coated arc welding method using a JIS Z3224 ENi6062 Ni alloy-coated arc welding rod having a diameter of 4.0 mm. When the upper plate 10 is perforated, a deep drawing process using a punch is performed on the welded portion of the lower plate 20 to enter a height of 1.8 mm, that is, the center of the thickness of the hole 11 provided in the upper plate 10. Was processed as follows.
 この溶接継手1に対して、JIS Z3136およびJIS Z3137に従って、破壊試験を行った。なお、上板10に設けられた穴11の長軸側、及び接合補助部材30の穴部33の長軸側が、試験片である長方形の上板10の短手側を向くようにした。ここではZ3136の引張強度をTSSとして表し、Z3137の引張強度をCTSと表す。合否判定値として、TSS≧9kN、CTS≧6kNとした。 A destructive test was performed on the welded joint 1 in accordance with JIS Z3136 and JIS Z3137. The long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece. Here, the tensile strength of Z3136 is represented as TSS, and the tensile strength of Z3137 is represented as CTS. As the pass / fail judgment values, TSS ≧ 9 kN and CTS ≧ 6 kN.
 さらに、必須ではないが好ましい性能値として、実施例A、Bと同様に、溶接継手1に対して、JASO-CCTを28日間実施し、その後同様に破壊試験を実施して、腐食後TSSおよび腐食後CTSを取得した。これら好ましい性能値の合格判定値は腐食無し試験の値に対し80%以上とした。 Furthermore, as a preferable performance value, although not essential, as in Examples A and B, JASO-CCT was performed on welded joint 1 for 28 days, and then a destructive test was performed in the same manner. CTS was obtained after corrosion. The acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
 表3では、比較例をNo.C1~C5、本実施例をNo.C6~C13に示す。 In Table 3, the comparative example No. C1 to C5, this example No. Shown in C6 to C13.
Figure JPOXMLDOC01-appb-T000003
Figure JPOXMLDOC01-appb-T000003
 No.C1は接合補助部材を用いず、上板10に穴も開けず、上板10に対して直接アーク溶接を実施したものである。接着剤も用いていない。Ni合金溶接棒とアルミニウム母材が溶融混合するので、形成された溶接金属は極めて脆い金属間化合物となり、低いTSS,CTSとなった。 No. C1 does not use a joining auxiliary member, does not make a hole in the upper plate 10, and performs arc welding directly on the upper plate 10. No adhesive is used. Since the Ni alloy welding rod and the aluminum base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, and had low TSS and CTS.
 No.C2は上板10に長径12.0mm、短径9.0mmの楕円形状の穴11を設けるが、接合補助部材30を用いないでアーク溶接を実施したものである。No.C1に比べると溶接金属のアルミニウム合金混合量が低下するので、金属間化合物量が少なく、脆化度合も低いが、それでもなお低いTSS,CTSであった。 No. In C2, an elliptical hole 11 having a major axis of 12.0 mm and a minor axis of 9.0 mm is provided on the upper plate 10, but arc welding is performed without using the joining auxiliary member 30. No. Compared to C1, the amount of aluminum alloy mixed in the weld metal decreases, so the amount of intermetallic compounds is small and the degree of embrittlement is low, but still TSS and CTS are low.
 No.C3は穴開けをしていない上板10の上に接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30の材質はJIS G4051 S12Cであり、外径形状は角丸正方形である(以降、実施例Cの材質、外径形状は同じ)。なお、ここでは接合補助部材30には穴開けをしていない。この結果、接合補助部材30と上板10を貫通して下板20まで溶け込ますことができず、溶接することができなかった。 No. C3 is obtained by placing the joining auxiliary member 30 on the upper plate 10 that is not perforated and arc welding from above. The material of the joining auxiliary member 30 is JIS G4051 S12C, and the outer diameter shape is a rounded square (hereinafter, the material of Example C and the outer diameter shape are the same). Here, the joining auxiliary member 30 is not perforated. As a result, the joining auxiliary member 30 and the upper plate 10 could not penetrate into the lower plate 20 and could not be welded.
 No.C4は長径12.0mm、短径9.0mmの楕円形状の穴開けをした上板10の上に接合補助部材30を載せて、その上からアーク溶接したものである。なお、ここでは接合補助部材30には穴開けをしていない。この結果、接合補助部材30を貫通して下板20まで溶け込ますことは何とかできたものの、下板20の溶込み幅が非常に小さく、破壊試験をすると容易に破断した。 No. C4 is obtained by placing the joining auxiliary member 30 on the upper plate 10 having an elliptical hole having a major axis of 12.0 mm and a minor axis of 9.0 mm, and arc welding from above. Here, the joining auxiliary member 30 is not perforated. As a result, although it was possible to somehow penetrate the joining auxiliary member 30 and melt into the lower plate 20, the penetration width of the lower plate 20 was very small, and it was easily broken when subjected to a destructive test.
 No.C5は穴開けをしていない上板10の上に接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30には直径7.0mmの穴開けをしている。この結果、溶接金属はNo.C1と同様にNi合金溶接棒とマグネシウム合金母材が溶融混合したものになるので、形成された溶接金属は極めて脆い金属間化合物となり、低いTSS,CTSとなった。 No. C5 is obtained by placing the joining auxiliary member 30 on the upper plate 10 which is not perforated and arc welding from above. The joining auxiliary member 30 has a diameter of 7.0 mm. As a result, the weld metal was No. Similar to C1, since the Ni alloy welding rod and the magnesium alloy base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, resulting in low TSS and CTS.
 一方、No.C6~C13は、長径12.0mm、短径9.0mmの楕円形状の穴開けをした上板10の上に角丸正方形の接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30には本発明の範囲の適切なサイズの楕円形の穴開けを施している。これらの試験体では形成される溶接金属のアルミ流入が接合補助部材30の存在によりゼロもしくは極めて低く抑制され、高品質の溶接金属が形成される。さらに、下板20の溶込みも十分大きくなり、また接合補助部材30が上板10の穴11に対して広い面積を有する構造となっているため、十字引張試験ではすっぽ抜けが防げて高いCTSも得られた。上板10の板厚は3.6mmと比較的厚いが、下板20の深絞り加工によって溶接箇所では接合補助部材30と下板20間の距離が小さくなり、溶接能率の向上や溶落ち防止効果が得られた。さらにまた、適切な箇所に接着材を塗布した試験体(No.C7~C11)では、アルミと鋼界面の電食を防ぐ作用があり、腐食によるCTSやTSSの低下が抑制されて、高い腐食後CTS,TSSを示した。 On the other hand, No. C6 to C13 are obtained by mounting a rounded square joining auxiliary member 30 on the upper plate 10 having an elliptical hole having a major axis of 12.0 mm and a minor axis of 9.0 mm, and arc welding from above. . The joining auxiliary member 30 is provided with an oval hole having an appropriate size within the scope of the present invention. In these specimens, the aluminum inflow of the weld metal formed is suppressed to zero or extremely low due to the presence of the joining auxiliary member 30, and a high quality weld metal is formed. Further, the penetration of the lower plate 20 becomes sufficiently large, and the joining auxiliary member 30 has a structure having a wide area with respect to the hole 11 of the upper plate 10, so that it is possible to prevent slipping off in the cross tension test and is high. CTS was also obtained. Although the plate thickness of the upper plate 10 is relatively thick at 3.6 mm, the distance between the joining auxiliary member 30 and the lower plate 20 is reduced at the welded portion by deep drawing of the lower plate 20, improving the welding efficiency and preventing the falling-off. The effect was obtained. Furthermore, the test specimens (No. C7 to C11) coated with an adhesive at appropriate locations have the effect of preventing electrolytic corrosion at the aluminum / steel interface, and the decrease in CTS and TSS due to corrosion is suppressed, resulting in high corrosion. Post CTS and TSS were shown.
<実施例D>
 実施例Dでは、上板10が板厚1.2mmのアルミニウム合金A6N01、下板20が板厚1.2mmのSPCC鋼板とした組合せの重ね継手を用いた。また、重ね継手は、直径1.2mmのJIS Z3313 T49YT4-0NAの鋼製フラックス入りワイヤを用いたセルフシールドアーク溶接法にて、溶接ワイヤを移動させながらアーク溶接を行って接合した。
<Example D>
In Example D, a combination lap joint was used in which the upper plate 10 was an aluminum alloy A6N01 having a plate thickness of 1.2 mm, and the lower plate 20 was an SPCC steel plate having a plate thickness of 1.2 mm. The lap joint was joined by arc welding while moving the welding wire by a self-shielded arc welding method using a JIS Z3313 T49YT4-0NA steel flux cored wire having a diameter of 1.2 mm.
 この溶接継手1に対して、JIS Z3136およびJIS Z3137に従って、破壊試験を行った。なお、上板10に設けられた穴11の長軸側、及び接合補助部材30の穴部33の長軸側が、試験片である長方形の上板10の短手側を向くようにした。ここではZ3136の引張強度をTSSとして表し、Z3137の引張強度をCTSと表す。合否判定値として、TSS≧6kN、CTS≧4kNとした。 A destructive test was performed on the welded joint 1 in accordance with JIS Z3136 and JIS Z3137. The long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece. Here, the tensile strength of Z3136 is represented as TSS, and the tensile strength of Z3137 is represented as CTS. As the pass / fail judgment values, TSS ≧ 6 kN and CTS ≧ 4 kN.
 さらに、必須ではないが好ましい性能値として、実施例A,B,Cと同様に、溶接継手1に対して、JASO-CCTを28日間実施し、その後同様に破壊試験を実施して、腐食後TSSおよび腐食後CTSを取得した。これら好ましい性能値の合格判定値は腐食無し試験の値に対し80%以上とした。 Further, although not essential, as a preferable performance value, as in Examples A, B, and C, JASO-CCT was performed on welded joint 1 for 28 days, and then a destructive test was performed in the same manner. TSS and post-corrosion CTS were obtained. The acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
 表4では、比較例をNo.D1~D2、本実施例をNo.D3~D5に示す。 In Table 4, the comparative example No. D1 to D2, this example No. Shown at D3 to D5.
Figure JPOXMLDOC01-appb-T000004
Figure JPOXMLDOC01-appb-T000004
 No.D1は接合補助部材を用いず、上板10に穴も開けず、上板10に対して直接アーク溶接を実施したものである。接着剤も用いていない。鋼製溶接ワイヤとアルミニウム母材が溶融混合するので、形成された溶接金属は極めて脆い金属間化合物となり、低いTSS,CTSとなった。 No. D <b> 1 is obtained by performing arc welding directly on the upper plate 10 without using a joining auxiliary member and without making a hole in the upper plate 10. No adhesive is used. Since the steel welding wire and the aluminum base material were melted and mixed, the formed weld metal was an extremely brittle intermetallic compound, and had low TSS and CTS.
 No.D2は上板10に9.0mm×6.0mmの長方形の穴11を設けるが、接合補助部材30を用いないでアーク溶接を実施したものである。No.D1に比べると溶接金属のアルミニウム合金混合量が低下するので、金属間化合物量が少なく、脆化度合も低いが、それでもなお低いTSS,CTSであった。 No. In D2, a rectangular hole 11 of 9.0 mm × 6.0 mm is provided in the upper plate 10, but arc welding is performed without using the joining auxiliary member 30. No. Compared with D1, since the amount of aluminum alloy mixed in the weld metal decreases, the amount of intermetallic compounds is small and the degree of embrittlement is low, but still TSS and CTS are low.
 一方、No.D3~D5は、9.0mm×6.0mmの長方形の穴開けをした上板10の上に、JIS G3106 SM490A材を加工した円形の接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30には本発明の範囲の適当なサイズの長方形の穴開けを施している。これらの試験体では形成される溶接金属40のアルミ流入が接合補助部材30の存在によりゼロもしくは極めて低く抑制され、高品質の溶接金属40が形成される。さらに、下板20の溶込みも十分大きくなり、また接合補助部材30が上板10の穴11に対して広い面積を有する構造となっているため、十字引張試験ではすっぽ抜けが防げて高いCTSも得られた。さらにまた、適切な箇所に接着材を塗布した試験体No.D4、D5では、アルミと鋼界面の電食を防ぐ作用があり、腐食によるCTSやTSSの低下が抑制されて、高い腐食後CTS,TSSを示した。具体的には、接着材無しの試験体No.D3に比べて接着剤を塗布したNo.D4は腐食後CTS,TSSが向上している。 On the other hand, No. D3 to D5 are obtained by mounting a circular joining auxiliary member 30 obtained by processing a JIS G3106 SM490A material on an upper plate 10 having a rectangular hole of 9.0 mm × 6.0 mm and arc welding from above. It is. The joining auxiliary member 30 is provided with a rectangular hole having an appropriate size within the scope of the present invention. In these test bodies, the aluminum inflow of the weld metal 40 to be formed is suppressed to zero or extremely low due to the presence of the joining auxiliary member 30, and the high-quality weld metal 40 is formed. Further, the penetration of the lower plate 20 becomes sufficiently large, and the joining auxiliary member 30 has a structure having a wide area with respect to the hole 11 of the upper plate 10, so that it is possible to prevent slipping off in the cross tension test and is high. CTS was also obtained. Furthermore, the test body No. which applied the adhesive material to an appropriate location. In D4 and D5, there was an effect of preventing electrolytic corrosion at the aluminum-steel interface, and the decrease in CTS and TSS due to corrosion was suppressed, and high post-corrosion CTS and TSS were shown. Specifically, the test body No. Compared to D3, No. 3 coated with adhesive. D4 has improved CTS and TSS after corrosion.
<実施例E>
 実施例Eでは、上板10を板厚4.0mmのアルミニウム合金A7N01、下板20を板厚3.0mmの1180MPa級高張力鋼板とした組合せの重ね継手を用いた。下板20の溶接すべき箇所には、絞り加工により高さ2.0mmの膨出部21を形成した。また、この重ね継手は、直径1.2mmのJIS Z3321 YS309Lのステンレス鋼製溶接ワイヤを用い、シールドガス:Ar99%+H1%、プラズマガス:Ar100%としたプラズマアーク溶接法にて、溶接ワイヤを移動させながらアーク溶接を行って接合された。
<Example E>
In Example E, a combination lap joint was used in which the upper plate 10 was an aluminum alloy A7N01 having a plate thickness of 4.0 mm, and the lower plate 20 was a 1180 MPa class high-tensile steel plate having a plate thickness of 3.0 mm. A bulging portion 21 having a height of 2.0 mm was formed at a portion to be welded of the lower plate 20 by drawing. In addition, this lap joint uses a JIS Z3321 YS309L stainless steel welding wire with a diameter of 1.2 mm, and is a welding wire by a plasma arc welding method in which shielding gas: Ar 99% + H 2 1% and plasma gas: Ar 100%. It was joined by arc welding while moving.
 この溶接継手1に対して、JIS Z3136「抵抗スポット及びプロジェクション 溶接継手のせん断試験に対する試験片寸法及び試験方法」、およびJIS Z3137「抵抗スポット及びプロジェクション溶接継手の十字引張試験」に従って、破壊試験を行った。なお、上板10に設けられた穴11の長軸側、及び接合補助部材30の穴部33の長軸側が、試験片である長方形の上板10の短手側を向くようにした。ここでは、Z3136の引張強度をTSSとして表し、Z3137の引張強度をCTSとして表す。合否判定値として、TSS≧10kN、CTS≧8kNとした。 The welded joint 1 is subjected to a destructive test according to JIS Z3136 “Test spot dimensions and test method for shear test of resistance spot and projection welded joint” and JIS Z3137 “Cross tensile test of resistance spot and projection welded joint”. It was. The long axis side of the hole 11 provided in the upper plate 10 and the long axis side of the hole portion 33 of the joining auxiliary member 30 are directed to the short side of the rectangular upper plate 10 as a test piece. Here, the tensile strength of Z3136 is represented as TSS, and the tensile strength of Z3137 is represented as CTS. As the pass / fail judgment values, TSS ≧ 10 kN and CTS ≧ 8 kN.
 さらに、必須ではないが好ましい性能値として、実施例A~Dと同様に、溶接継手1に対してJASO-CCTを28日間実施し、その後同様に破壊試験を実施して、腐食後TSSおよび腐食後CTSを取得した。これら好ましい性能値の合格判定値は腐食無し試験の値に対し80%以上とした。 Further, although not essential, as a preferable performance value, as in Examples A to D, JASO-CCT was performed on the welded joint 1 for 28 days, and then a destructive test was performed in the same manner, and after corrosion TSS and corrosion Post CTS was obtained. The acceptable judgment value of these preferable performance values was 80% or more with respect to the value of the corrosion free test.
 表5では、本実施例をNo.E1~E3に示す。 In Table 5, this example No. Shown at E1 to E3.
Figure JPOXMLDOC01-appb-T000005
Figure JPOXMLDOC01-appb-T000005
 No.E1~E3は21.0mm×18.0mmの角丸長方形の穴開けをした上板10の上にSUS304ステンレス鋼材を加工した長方形の接合補助部材30を載せて、その上からアーク溶接したものである。接合補助部材30には本発明の範囲の適当なサイズの角丸長方形の穴開けを施している。これらの試験体では形成される溶接金属40へのアルミ流入が接合補助部材30の存在によりゼロもしくは極めて低く抑制され、高品質の溶接金属が形成される。さらに、下板20の溶込みも十分大きくなり、また接合補助部材30が上板10の穴11に対して広い面積を有する構造となっているため、十字引張試験ではすっぽ抜けが防げて高いCTSも得られた。上板10の板厚が4.0mmと比較的厚いが、下板20の深絞り加工によって溶接箇所では接合補助部材30と下板20間の距離が小さくなり、溶接能率の向上や溶落ち防止効果が得られた。さらにまた、適切な箇所に接着材を塗布した試験体No.E1,E3では、アルミと鋼界面の電食を防ぐ作用があり、腐食によるCTSやTSSの低下が抑制されて、高い腐食後CTS,TSSを示した。具体的には、接着剤無しの試験体No.E2に対して、No.E3は接着剤塗布しており、腐食後TSSおよび腐食後CTSが向上している。 No. E1 to E3 are obtained by placing a rectangular joining auxiliary member 30 made of SUS304 stainless steel on the top plate 10 having a rounded rectangular hole of 21.0 mm × 18.0 mm and arc welding from above. is there. The joining auxiliary member 30 is provided with a rounded rectangular hole having an appropriate size within the scope of the present invention. In these test bodies, the aluminum inflow to the weld metal 40 to be formed is suppressed to zero or extremely low by the presence of the joining auxiliary member 30, and a high-quality weld metal is formed. Further, the penetration of the lower plate 20 becomes sufficiently large, and the joining auxiliary member 30 has a structure having a wide area with respect to the hole 11 of the upper plate 10, so that it is possible to prevent slipping off in the cross tension test and is high. CTS was also obtained. Although the plate thickness of the upper plate 10 is comparatively thick at 4.0 mm, the distance between the auxiliary joining member 30 and the lower plate 20 is reduced at the welded portion by deep drawing of the lower plate 20 to improve the welding efficiency and prevent the metal from falling off. The effect was obtained. Furthermore, the test body No. which applied the adhesive material to an appropriate location. E1 and E3 have the effect of preventing electrolytic corrosion at the aluminum-steel interface, and the decrease in CTS and TSS due to corrosion was suppressed, and high post-corrosion CTS and TSS were shown. Specifically, the test body No. with no adhesive was used. For E2, no. E3 is coated with an adhesive, and the post-corrosion TSS and post-corrosion CTS are improved.
 本出願は、2016年8月29日出願の日本特許出願2016-166841に基づくものであり、その内容はここに参照として取り込まれる。 This application is based on Japanese Patent Application No. 2016-166841 filed on Aug. 29, 2016, the contents of which are incorporated herein by reference.
10   上板
11   穴
20   下板
30   接合補助部材
33   穴部
40   溶接金属
W     溶融部
Wa   余盛り
DESCRIPTION OF SYMBOLS 10 Upper plate 11 Hole 20 Lower plate 30 Joining auxiliary member 33 Hole 40 Weld metal W Melting part Wa Extra pile

Claims (26)

  1.  アルミニウム合金もしくはマグネシウム合金製の第1の板と、鋼製の第2の板と、を接合する異材接合用アーク溶接法であって、
     前記第1の板に縦横長さの異なる非円形の穴を空ける工程と、
     前記第1の板と前記第2の板を重ね合わせる工程と、
     縦横長さの異なる非円形の穴部が形成される鋼製の接合補助部材を、該穴部が前記第1の板に設けられた穴と同軸、且つ、それぞれの長軸方向が一致するように前記第1の板上に配置する工程と、
     以下の(a)~(e)のいずれかの手法によって、前記接合補助部材の穴部を溶接金属で充填すると共に、前記第1の板の穴内の前記溶接金属を介して前記第2の板及び前記接合補助部材を溶接する工程と、
    を備える異材接合用アーク溶接法。
    (a)鉄合金、または、Ni合金の前記溶接金属が得られる溶接ワイヤを溶極として用いるガスシールドアーク溶接法。
    (b)前記溶接ワイヤを溶極として用いるノンガスアーク溶接法。
    (c)前記溶接ワイヤを非溶極フィラーとして用いるガスタングステンアーク溶接法。
    (d)前記溶接ワイヤを非溶極フィラーとして用いるプラズマアーク溶接法。
    (e)鉄合金、または、Ni合金の前記溶接金属が得られる被覆アーク溶接棒を溶極として用いる被覆アーク溶接法。
    An arc welding method for joining different materials for joining a first plate made of an aluminum alloy or a magnesium alloy and a second plate made of steel,
    Forming a non-circular hole having different vertical and horizontal lengths in the first plate;
    Superimposing the first plate and the second plate;
    A steel joining auxiliary member in which non-circular hole portions having different vertical and horizontal lengths are formed, the hole portions being coaxial with the holes provided in the first plate, and the long-axis directions thereof coincide with each other. Arranging on the first plate;
    The hole of the joining auxiliary member is filled with a weld metal by any one of the following methods (a) to (e), and the second plate is inserted through the weld metal in the hole of the first plate. And welding the joining auxiliary member;
    Arc welding method for dissimilar materials joining.
    (A) A gas shielded arc welding method using a welding wire from which an iron alloy or Ni alloy weld metal is obtained as a melting electrode.
    (B) Non-gas arc welding method using the welding wire as a melting electrode.
    (C) Gas tungsten arc welding method using the welding wire as a non-melting electrode filler.
    (D) A plasma arc welding method using the welding wire as a non-melting electrode filler.
    (E) A coated arc welding method in which a coated arc welding rod from which the weld metal of an iron alloy or Ni alloy is obtained is used as a melting electrode.
  2.  前記第2の板には、絞り加工により膨出部が形成されており、
     前記重ね合わせ工程において、前記第2の板の膨出部が、前記第1の板の穴内に配置される、請求項1に記載の異材接合用アーク溶接法。
    The second plate has a bulge formed by drawing,
    The arc welding method for dissimilar material joining according to claim 1, wherein, in the overlapping step, the bulging portion of the second plate is disposed in the hole of the first plate.
  3.  前記重ね合わせ工程の前に、前記第1の板と前記第2の板の少なくとも一方の重ね合せ面には、前記穴の周囲に、全周に亘って接着剤を塗布する工程を、さらに備える、請求項1に記載の異材接合用アーク溶接法。 Before the superposition step, the method further comprises a step of applying an adhesive over the entire circumference of the at least one superposition surface of the first plate and the second plate around the hole. The arc welding method for joining dissimilar materials according to claim 1.
  4.  前記配置工程において、前記接合補助部材と、該接合補助部材と対向する前記第1の板との間の少なくとも一方の対向面に、接着剤を塗布する、請求項1に記載の異材接合用アーク溶接法。 The arc for dissimilar material joining according to claim 1, wherein an adhesive is applied to at least one opposing surface between the joining auxiliary member and the first plate facing the joining auxiliary member in the arranging step. Welding method.
  5.  前記配置工程の際、又は、前記充填溶接工程後に、前記接合補助部材と、前記第1の板の表面との境界部に接着剤を塗布する、請求項1に記載の異材接合用アーク溶接法。 The arc welding method for dissimilar material joining according to claim 1, wherein an adhesive is applied to a boundary portion between the joining auxiliary member and the surface of the first plate during the arranging step or after the filling welding step. .
  6.  前記接合補助部材の穴部の長軸側長さPSXは、前記第1の板の穴の長軸側長さBDXに対し50%以上100%以下である、請求項1に記載の異材接合用アーク溶接法。 2. The dissimilar material according to claim 1, wherein a long axis side length P SX of the hole portion of the joining auxiliary member is 50% or more and 100% or less with respect to a long axis side length B DX of the hole of the first plate. Arc welding method for joining.
  7.  前記接合補助部材の穴部の短軸側長さPSYは、前記第1の板の穴の短軸側長さBDYに対し50%以上100%以下である、請求項1に記載の異材接合用アーク溶接法。 2. The dissimilar material according to claim 1, wherein a minor axis side length P SY of the hole portion of the joining auxiliary member is 50% or more and 100% or less with respect to a minor axis side length B DY of the hole of the first plate. Arc welding method for joining.
  8.  前記接合補助部材の長軸側長さPDXは、前記第1の板の穴の長軸側長さBDXに対し105%以上である、請求項1に記載の異材接合用アーク溶接法。 2. The arc welding method for joining different materials according to claim 1, wherein a major axis side length P DX of the joining auxiliary member is 105% or more with respect to a major axis side length B DX of the hole of the first plate.
  9.  前記接合補助部材の短軸側長さPDYは、前記第1の板の穴の短軸側長さBDYに対し105%以上である、請求項1に記載の異材接合用アーク溶接法。 2. The arc welding method for joining different materials according to claim 1, wherein a minor axis side length P DY of the joining auxiliary member is 105% or more with respect to a minor axis side length B DY of the hole of the first plate.
  10.  前記接合補助部材の厚さPは、前記第1の板の板厚Bの50%以上150%以下である、請求項1に記載の異材接合用アーク溶接法。 2. The arc welding method for joining dissimilar materials according to claim 1, wherein a thickness P H of the joining auxiliary member is 50% or more and 150% or less of a plate thickness B H of the first plate.
  11.  前記充填溶接工程において、前記接合補助部材の表面上に余盛りが形成され、かつ前記余盛りの長軸側長さWDXが、前記接合補助部材の穴部の長軸側長さPSXに対し、105%以上となる、請求項1に記載の異材接合用アーク溶接法。 In the filling welding step, a surplus is formed on the surface of the joining auxiliary member, and the major axis side length W DX of the surplus is equal to the major axis side length P SX of the hole of the joining auxiliary member. On the other hand, the arc welding method for joining dissimilar materials according to claim 1, which is 105% or more.
  12.  前記充填溶接工程において、前記接合補助部材の表面上に余盛りが形成され、かつ前記余盛りの短軸側長さWDYが、前記接合補助部材の穴部の短軸側長さPSYに対し、105%以上となる、請求項1に記載の異材接合用アーク溶接法。 In the filling welding process, excess prime is formed on the surface of the auxiliary bonding member, and short shaft length W DY of the excess prime is a short shaft length P SY of the hole portion of the auxiliary bonding member On the other hand, the arc welding method for joining dissimilar materials according to claim 1, which is 105% or more.
  13.  前記第1の板には、複数の前記穴が空けられると共に、前記接合補助部材は、複数の前記穴部を備え、
     前記接合補助部材の前記複数の穴部と、前記第1の板に設けられた前記複数の穴とが同軸上、且つ、それぞれの長軸方向が一致するにそれぞれ配置され、
     前記接合補助部材の前記複数の穴部を溶接金属でそれぞれ充填すると共に、前記第1の板の穴内の前記溶接金属を介して前記第2の板及び前記接合補助部材を溶接する、請求項1に記載の異材接合用アーク溶接法。
    The first plate has a plurality of holes, and the joining auxiliary member includes a plurality of holes.
    The plurality of hole portions of the joining auxiliary member and the plurality of holes provided in the first plate are arranged coaxially and respectively in the same long axis direction;
    The plurality of holes of the joining auxiliary member are filled with weld metal, respectively, and the second plate and the joining auxiliary member are welded through the weld metal in the hole of the first plate. The arc welding method for joining dissimilar materials described in 1.
  14.  請求項1~13のいずれか1項に記載の異材接合用アーク溶接法に用いられ、
     鋼製で、縦横長さの異なる非円形の穴部が形成される、接合補助部材。
    It is used for the arc welding method for joining different materials according to any one of claims 1 to 13,
    A joining auxiliary member made of steel and formed with non-circular holes having different vertical and horizontal lengths.
  15.  アルミニウム合金もしくはマグネシウム合金製の第1の板と、該第1の板にアーク溶接された、鋼製の第2の板と、を備える異材溶接継手であって、
     前記第1の板は、前記第2の板との重ね合わせ面に臨む縦横長さの異なる非円形の穴を有し、
     縦横長さの異なる非円形の穴部が形成される鋼製の接合補助部材をさらに備え、
     前記接合補助部材は、前記穴部が前記第1の板に設けられた穴と同軸、且つ、それぞれの長軸方向が一致するように前記第1の板上に配置され、
     前記接合補助部材の穴部は、鉄合金、または、Ni合金の溶接金属で充填されると共に、前記溶接金属と、溶融された前記第2の板及び前記接合補助部材の一部とによって溶融部が形成される、異材溶接継手。
    A dissimilar weld joint comprising: a first plate made of an aluminum alloy or a magnesium alloy; and a second plate made of steel arc-welded to the first plate,
    The first plate has non-circular holes with different vertical and horizontal lengths facing the overlapping surface with the second plate,
    It further comprises a steel joining auxiliary member in which non-circular holes having different vertical and horizontal lengths are formed,
    The joining auxiliary member is disposed on the first plate so that the hole portion is coaxial with a hole provided in the first plate and the major axis directions thereof coincide with each other.
    The hole portion of the joining auxiliary member is filled with a weld metal of an iron alloy or an Ni alloy, and is melted by the weld metal, the melted second plate, and a part of the joining auxiliary member. Dissimilar material welded joint is formed.
  16.  前記第1の板の穴内には、前記第2の板に形成された膨出部が配置される、請求項15に記載の異材溶接継手。 The dissimilar material welded joint according to claim 15, wherein a bulge formed on the second plate is disposed in the hole of the first plate.
  17.  前記第1の板と前記第2の板の少なくとも一方の前記重ね合せ面には、前記穴の周囲に、全周に亘って設けられた接着剤を備える、請求項15に記載の異材溶接継手。 The dissimilar material welded joint according to claim 15, wherein the overlapping surface of at least one of the first plate and the second plate is provided with an adhesive provided over the entire circumference around the hole. .
  18.  前記接合補助部材と、該接合補助部材と対向する前記第1の板との間の少なくとも一方の対向面に設けられた接着剤を備える、請求項15に記載の異材溶接継手。 The dissimilar material welded joint according to claim 15, further comprising an adhesive provided on at least one facing surface between the joining auxiliary member and the first plate facing the joining auxiliary member.
  19.  前記接合補助部材と、前記第1の板の表面との境界部に設けられた接着剤を備える、請求項15に記載の異材溶接継手。 The dissimilar material welded joint according to claim 15, further comprising an adhesive provided at a boundary portion between the joining auxiliary member and the surface of the first plate.
  20.  前記接合補助部材の穴部の長軸側長さPSXは、前記第1の板の穴の長軸側長さBDXに対し50%以上100%以下である、請求項15に記載の異材溶接継手。 The dissimilar material according to claim 15, wherein a long axis side length P SX of the hole portion of the joining auxiliary member is 50% or more and 100% or less with respect to a long axis side length B DX of the hole of the first plate. Welded joints.
  21.  前記接合補助部材の穴部の短軸側長さPSYは、前記第1の板の穴の短軸側長さBDYに対し50%以上100%以下である、請求項15に記載の異材溶接継手。 16. The dissimilar material according to claim 15, wherein a short axis side length P SY of the hole portion of the joining auxiliary member is 50% or more and 100% or less with respect to a short axis side length B DY of the hole of the first plate. Welded joints.
  22.  前記接合補助部材の長軸側長さPDXは、前記第1の板の穴の長軸側長さBDXに対し105%以上である、請求項15に記載の異材溶接継手。 The long shaft length P DX of auxiliary bonding member, the first is 105% or more relative to the long shaft length B DX of the hole in the plate, dissimilar weld joint according to claim 15.
  23.  前記接合補助部材の短軸側長さPDYは、前記第1の板の穴の短軸側長さBDYに対し105%以上である、請求項15に記載の異材溶接継手。 16. The dissimilar material welded joint according to claim 15, wherein the minor axis side length PDY of the joining auxiliary member is 105% or more with respect to the minor axis side length BDY of the hole of the first plate.
  24.  前記接合補助部材の厚さPは、前記第1の板の板厚Bの50%以上150%以下である、請求項15に記載の異材溶接継手。 The thickness P H of the auxiliary bonding member, the first is less than 150% more than 50% of the thickness B H of the plate, dissimilar weld joint according to claim 15.
  25.  前記接合補助部材の表面上に余盛りが形成され、かつ前記余盛りの長軸側長さWDXが、前記接合補助部材の穴部の長軸側長さPSXに対し、105%以上となる、請求項15に記載の異材溶接継手。 A surplus is formed on the surface of the joining auxiliary member, and the major axis side length W DX of the surplus is 105% or more with respect to the major axis side length P SX of the hole of the joining auxiliary member. The dissimilar material welded joint according to claim 15.
  26.  前記接合補助部材の表面上に余盛りが形成され、かつ前記余盛りの短軸側長さWDYが、前記接合補助部材の穴部の短軸側長さPSYに対し、105%以上となる、請求項15に記載の異材溶接継手。 The excess prime on the surface of the bonding auxiliary member is formed, and short shaft length W DY of the excess prime is to short shaft length P SY of the hole portion of the auxiliary bonding member, and 105% or more The dissimilar material welded joint according to claim 15.
PCT/JP2016/079832 2016-08-29 2016-10-06 Arc-welding method for joining different materials, joining auxiliary member, and different materials welding joint WO2018042682A1 (en)

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EP3957426A4 (en) * 2019-04-19 2022-06-15 Panasonic Intellectual Property Management Co., Ltd. Joining structure
EP3957425A4 (en) * 2019-04-19 2022-06-22 Panasonic Intellectual Property Management Co., Ltd. Junction structure
EP4005721A4 (en) * 2019-09-18 2022-10-26 Kabushiki Kaisha Kobe Seiko Sho (Kobe Steel, Ltd.) Joining method and joined body

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EP3957426A4 (en) * 2019-04-19 2022-06-15 Panasonic Intellectual Property Management Co., Ltd. Joining structure
EP3957425A4 (en) * 2019-04-19 2022-06-22 Panasonic Intellectual Property Management Co., Ltd. Junction structure
EP4005721A4 (en) * 2019-09-18 2022-10-26 Kabushiki Kaisha Kobe Seiko Sho (Kobe Steel, Ltd.) Joining method and joined body

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