JP2008290116A - Fillet welded joint and fillet welding method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a nearly T shape fillet welded joint which is formed by the gas shield arc welding method suitable for the fillet welded joint of a steel floor plate of a bridge and a rib material to be used to reinforce the steel floor plate. <P>SOLUTION: A nearly T shape fillet welded joint having a V shape bevel (a wedge shape gap) at the abutted portion of a flat plate 2 and a vertical plate 1 is welded under the following conditions so as to form an underside bead. In this case, the leg length on a surface bead side is formed to be more than 1/2 and less than 4 times of the thickness of the vertical plate, and the leg length on the underside bead side is formed to be larger than 2 mm and to be not larger than the thickness of the vertical plate. (1) Welding method: straight polarity gas metal arc welding. (2) Shield gas: mixed gas composed of 60% or more of CO<SB>2</SB>, and the remainder composed of two or more gases of Ar, He, H<SB>2</SB>, and O<SB>2</SB>, or 100% of CO<SB>2</SB>gas. (3) Welding wire: solid wire. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

  The present invention relates to a substantially T-shaped fillet welded joint using a gas shielded arc welding method, and is excellent in fatigue strength, and is a steel floor slab of a bridge and a fillet welded joint of a rib material used for reinforcement thereof, and a welding method thereof It is related with what is suitable for.

  The fatigue strength of welded structures that are repeatedly loaded, such as automobiles, construction equipment, and bridges, is greatly affected by the stress concentration on the welded joint and the tensile residual stress of the weld. The fatigue strength of the entire structure is the fatigue strength of the welded joint. It is no exaggeration to say that it is controlled by strength.

  In order to improve the fatigue strength of welds, stress concentration relaxation and residual stress control have been studied. The weld toes are mechanically smoothed with a grinder, etc., and the weld toes are remelted with TIG or plasma. (For example, Patent Document 1) has been proposed, but these methods significantly reduce the construction efficiency.

  As a toe portion treatment for the purpose of controlling the residual stress, a method of mechanically imparting a compressive residual stress by peening the weld toe portion using a spherical shot material is well known.

  When the welded structure is a bridge, as shown in FIG. 3, the rib member 1 is attached to the steel deck 2 by fillet welding by gas shield arc welding for reinforcement.

  In the fillet welded joint between the steel slab 2 and the rib material 1, a technique is used in which the penetration of the fillet welded portion of the rib material is controlled to 75 to 100% for the purpose of ensuring fatigue strength. Depending on the number of years, as shown in FIG. 4, a crack due to fatigue that propagates to the steel deck 2 starting from the penetration tip of the fillet welded portion 3 of the rib material 1 may be observed.

  Patent Documents 2 and 3 relate to a method for improving the fatigue strength of fillet welded joints, and Patent Document 2 discloses fillet welding by laser welding by irradiating a high-power laser from one side of the web to completely dissolve the fillet. The method to include is described.

Patent Document 3 relates to a fillet welded joint having excellent fatigue strength, and a thin refractory material such as mica is fixed to a rib plate and / or a main plate of a fillet weld root part, and then welded to a welded lud part. It is described that the stress concentration at the toe portion is reduced while the necessary leg length is secured by introducing the portion.
Japanese Patent Publication No.54-30386 JP 2000-61673 A JP-A-8-267234

  However, in the method described in Patent Document 2, since the laser welding equipment is expensive and the filler material is not used, there is a concern about a decrease in strength of the joint portion and stress concentration on the weld toe. In this method, an unwelded portion is formed in the welded joint, so that the joint strength is lowered.

  Then, an object of this invention is to provide the fillet welded joint excellent in the fatigue strength suitable for the fillet welded joint of the rib material used for reinforcement of a bridge.

  The inventors, for fillet welding of steel slabs and ribs, reduce the heat input and improve the fatigue strength and fillet welding without impairing the construction efficiency and construction stability. The joints have been intensively studied and the following knowledge has been obtained.

  (1) As a weld that eliminates the unmelted portion of the steel deck and rib material and reduces stress concentration at the penetration tip, it is effective to completely melt the rib material at the welded portion to obtain a back bead. is there.

  (2) Using gas shielded arc welding, the welding wire is made positive with a negative electrode, and a wire containing REM: 0.015 to 0.100% by mass in the steel wire for welding is used appropriately. When the groove angle is selected, the rib material can be easily melted completely and a back bead can be obtained.

  (3) Furthermore, a mixed gas composed of two or more of Ar, He, H2, O2, and CO2 is used as the shielding gas, and the CO2 ratio in the mixed gas is 60% or more, or 100% CO2 is used as the shielding gas. By using this, the cost can be reduced and a back bead can be obtained.

  (4) In the fillet welded joint by the fillet welding method, a welded part that satisfies a certain condition is particularly excellent in fatigue strength.

The present invention has been made by further investigation based on these findings. A fillet welded joint of a flat plate and a vertical plate, wherein the fillet welded joint includes a complete penetration weld welded so that a back bead is obtained from one side, and the complete penetration weld is A fillet welded joint between a flat plate and a vertical plate, wherein the leg length on the front bead side is not less than 1/2 and not more than 4 times the thickness of the vertical plate.
The fillet welded joint of the flat plate and the vertical plate characterized in that, in the fillet welded joint described in 2.1, the back bead side leg length is 2 mm or more and the vertical plate thickness or less.
3. A fillet welding method in which a substantially T-shaped fillet welded joint having a recess (wedge-shaped gap) at the butt portion of a flat plate and a vertical plate is completely melt welded under the following conditions to form a back bead. The fillet welding method for a flat plate and a vertical plate, wherein the leg length on the front bead side is 1/2 to 4 times the thickness of the vertical plate.
(1) Welding method: Positive gas metal arc welding (2) Shield gas: Mixed gas consisting of two or more of Ar, He, H ₂ and O _{2 with} a CO ₂ ratio of 60% or more, or 3. 100% CO ₂ gas (3) Welding wire: Solid wire containing REM: 0.015 to 0.100% with a component composition of mass% 4. The fillet welding method for flat plate and vertical plate according to 3, wherein the back bead side leg length is 2 mm or more and the vertical plate thickness or less.
5. The fillet welded joint according to 1 or 2, wherein the flat plate and / or the longitudinal plate is fatigue-resistant crack propagation steel.
6). The fillet welding method according to 3 or 4, wherein the flat plate and / or the vertical plate is fatigue-resistant crack propagation steel.
7). The fillet welded joint according to any one of 1, 2, or 5, wherein the flat plate is a steel deck in a bridge and the vertical plate is a rib plate.
8). The fillet welding method according to any one of 3, 4 and 6, wherein the flat plate is a steel deck in a bridge and the vertical plate is a rib plate.

  According to the present invention, in a substantially T-shaped fillet welded joint of rib material used for reinforcing a bridge, stress concentration on the welded portion is reduced, and tensile residual stress due to welding is reduced, so that fatigue strength is improved. Furthermore, it is excellent in welding construction efficiency and weld bead appearance, and is extremely useful industrially.

  The present invention welds a substantially T-shaped fillet welded joint having a groove at the abutting portion of a flat plate and a vertical plate by a combination of positive gas metal arc welding and solid wire that can achieve deep penetration, It is characterized by being a fully-penetrating welded joint in which a bead is formed. Hereinafter, the present invention will be described with the flat plate in substantially T-shaped fillet welding as a steel deck in a bridge, and the vertical plate as one end of a U-shaped rib member (hereinafter referred to as a rib plate) that reinforces the steel deck. The details will be described. In the present invention, the substantially T-shape includes both the case where the vertical plate is inclined with respect to the flat plate and the case where it is upright.

  FIG. 1 is a schematic cross-sectional view illustrating a substantially T-shaped fillet welded joint according to the present invention. A rib plate 1 is welded to a steel floor slab 2 by complete penetration welding, and a weld metal 3 forms a back bead. To do.

  In the fillet welding of the steel deck 2 and the rib plate 1, the entire thickness L2 of the root portion of the rib plate 1 is completely melted to obtain a back bead so that it is not melted between the steel deck 2 and the rib plate 1. Relieves stress concentration at the penetration tip without leaving any part.

  In welding where the entire thickness L2 of the root portion of the rib plate 1 is not completely melted and a back bead is not obtained, stress concentrates on the unmelted portion remaining at the penetration tip, and the fatigue strength can be improved as a structural member. Absent.

  In addition, defects due to slag entrainment and pits are likely to occur at the penetration tip, but the occurrence of defects such as slag entrainment and pits can be avoided by obtaining a back bead. Therefore, complete penetration welding is used.

  Furthermore, the leg length of the front-side weld bead (hereinafter referred to as the weld bead front-side leg length, L1 in FIG. 1), which is the welding torch side, is set to 1/2 or more and 4 times or less the plate thickness t of the rib material. Stress concentration at the toe portion on the surface of the weld bead is reduced, and fatigue strength is improved in combination with complete penetration welding. If the weld bead front lower leg length (L1 in FIG. 1) is less than ½ of the rib thickness t, the fatigue strength as a structural member is not improved due to stress concentration on the toe of the front weld bead.

  On the other hand, if the weld bead front lower leg length (L1 in FIG. 1) exceeds 4 times the rib thickness t by multi-pass welding, the number of welds will increase and the work efficiency will decrease significantly. To do.

  In the present invention, a back bead is obtained as a fully-penetrating welded joint. However, if the leg length of the back bead (hereinafter referred to as the back leg length, L3 in FIG. 1) is 2 mm or more, the stress concentration at the toe is further increased. However, if the back leg length exceeds the rib material thickness t, the back bead shape becomes uneven and welding defects such as overlap are likely to occur. Therefore, the back leg length is 2 mm or more, and the rib material plate The thickness t or less is preferable for improving fatigue as a structural member.

  In order to achieve stable full penetration welding, in the present invention, the polarity is positive (welding wire: negative pole) and high current welding conditions so that deep penetration welding is possible in gas metal arc welding. It is preferable to perform groove processing on the fillet welded portion and select a shielding gas and a welding wire.

1. In the case of a complete T-shaped fillet joint where the rib material stands upright with respect to the groove-shaped steel floor slab, the rib material is completely melted by welding from one side of the rib material, and a groove is formed in the rib material to form a back bead. It is preferable to form a groove at the welded portion by processing.

  The groove processing is preferably a narrow groove having a groove angle θ of 20 ° to 35 °. The root face is preferably 0 mm so that an unwelded portion does not remain at the end of the melted portion.

  Since the rib material attached to the steel slab is formed by bending a flat plate into a U-shaped cross section, both ends of the U-shaped opening are not parallel to each other, and the rib plate (vertical plate) is against the steel slab (flat plate). By forming it in the opposite direction to the welding side, a re-shaped groove is formed naturally.

  Also in the case of the groove, it is preferable to perform groove processing on the rib plate (vertical plate) so that the groove angle is 20 ° or more and 35 ° or less.

2. In shield gas reverse polarity gas metal arc welding, when the CO ₂ gas ratio in the shield gas is high, the arc becomes unstable and welding workability is reduced. However, in the positive gas metal arc welding method, the cheapest CO ₂ 100 is used. % Or 60% or more of the mixed gas can be stably and deeply welded. The balance of the mixed gas is Ar, He, H ₂ , O ₂ or two or more. Note that% is volume%.

3. Welding wire The welding wire is a solid wire that provides deep penetration as compared with a flux-cored wire. A solid wire in which the surface of the steel wire is plated or a lubricant is applied can be used without any problem. The welding wire has a diameter of 0.8 mm or more and 1.6 mm or less so that high current and deep penetration welding is possible. Hereinafter, chemical components of the welding wire will be described. In the description, the content% is mass%.

  The welding wire contains a rare earth element (hereinafter referred to as REM): 0.015 to 0.100% capable of smoothing the bottom shape of the weld bead and reducing the upper end undercut in addition to reducing the amount of spatter generated. preferable.

  When REM is added to the welding wire, the droplet transfer is stabilized, and the oscillation of the molten pool is suppressed by the stability and concentration of the arc point, and a smooth bead shape can be obtained.

  This effect makes it possible to reduce arc stability, spatter reduction, deep penetration, smooth bead shape, and undercut, which cannot be obtained by the globule transition using the conventional gas shielded arc welding wire.

  When the REM content is less than 0.015%, there is no effect of the above-mentioned arc stabilization and welding bead smoothing, and addition exceeding 0.100% leads to cracks in the wire manufacturing process and toughness of the weld metal. Therefore, it is preferable that the amount of REM satisfies the range of 0.010 to 0.100%. It is preferably 0.025 to 0.050%.

  REM is a general term for elements belonging to Group 3 of the periodic table. In the present invention, it is preferable to use an element having an atomic number of 57 to 71, and Ce and La are particularly preferable. When these elements are mixed and used, a mixture containing Ce: 45 to 80% and La: 10 to 45% is preferable. Further, it contains the following elements according to the desired properties.

One or more of Ti: 0.02-0.50%, Zr: 0.02-0.50% Ti and Zr both act as strong deoxidizers and further increase the strength of the weld metal Element. Furthermore, it has the effect | action which smoothes the shape of a weld bead in addition to stabilizing the behavior of a droplet by suppressing the viscosity by deoxidation of molten metal (that is, suppressing a humping bead). Since it has such an effect, it is an effective element in high-current welding, and Ti and Zr are added in one kind or two or more kinds.

  If Ti is less than 0.02% and Zr is less than 0.02%, the above-described effects cannot be obtained. On the other hand, when Ti exceeds 0.50% and Zr exceeds 0.50%, the droplets become coarse and a large amount of large spatter is generated. Therefore, it is preferable to contain 0.02% or more and 0.50% or less of Ti and / or Zr of 0.02% or more and 0.50% or less.

O: 0.0080% or less O works to make the arc point generated in the droplet suspended from the tip of the welding wire unstable in the positive polarity CO ₂ gas metal arc welding and to make the behavior of the droplet unstable. There is. Therefore, if the oxygen amount of the welding wire is increased, the arc stabilization effect of REM in high current welding is reduced, and if the amount of O in the steel exceeds 0.0080%, spattering occurs frequently in high current welding. Moreover, O has the property of reacting violently with REM in steel making (molten steel) to form slag.

  Therefore, suitably, the amount of O in steel is preferably 0.0080% or less. More preferably, the content is adjusted to 0.0010% or more and 0.0050% or less.

Ca: 0.0008% or less Ca is an impurity mixed and adhering to the steel wire during steelmaking and casting and during wire drawing. However, CO ₂ gas metal arc welding has an effect of inhibiting arc stability in high current welding. If the Ca content exceeds 0.0008%, the stabilizing effect due to the addition of REM is inhibited, so 0.0008% or less is preferable.

Al: 0.005 to 3.00%
Al is an element that acts as a strong deoxidizer and further increases the strength of the weld metal. Further, the viscosity improvement by deoxidation of the molten metal stabilizes the droplet behavior and suppresses the humping bead, stabilizes the molten pool, and is effective in suppressing undercut in the fillet weld bead.

  The above-described effects cannot be obtained when the Al content is less than 0.005%. On the other hand, when the Al content exceeds 3.00%, the coarsening and toughness of the weld metal crystal grains are significantly reduced. 0.005% or more and 3.00% or less is preferable.

C: 0.20% or less C is an important element for securing the strength of the weld metal, and further has an effect of improving the fluidity by lowering the viscosity of the molten steel. When the C content exceeds 0.20%, not only the behavior of the droplets and the molten pool becomes unstable, but also the toughness of the weld metal decreases.
Therefore, the C content is preferably 0.20% or less, and more preferably 0.01 to 0.10%.

Si: 0.05 to 2.5%
Si has a deoxidizing action and is an indispensable element for deoxidizing weld metal. When the Si content is less than 0.05%, deoxidation of the molten metal is insufficient, and blow holes are generated in the weld metal.

  Further, it has the effect of suppressing the spread of arc in positive polarity welding and stabilizing the behavior by making the droplets finer, but there is a tendency that fine spatter increases with the addition, and the addition of 0.65% or less is desirable.

  On the other hand, if it exceeds 2.5%, the toughness of the weld metal is significantly lowered. Therefore, Si is preferably 0.05 to 2.5%, and more preferably 0.05 to 0.65%.

Mn: 0.25 to 3.5%
Mn, like Si, has a deoxidizing action and is an indispensable element for deoxidizing molten metal. If the Mn content is less than 0.25%, deoxidation of the molten metal is insufficient, and blow holes are generated in the weld metal.

  On the other hand, if it exceeds 3.5%, the toughness of the weld metal decreases. Therefore, Mn is preferably 0.25 to 3.5%, more preferably 0.45 to 3.5%.

P: 0.050% or less P is an element that lowers the melting point of steel and improves electrical resistivity and improves melting efficiency. Furthermore, it has the effect | action which refines a droplet and stabilizes an arc in positive polarity carbon dioxide shielded arc welding.

When the P content exceeds 0.050%, the viscosity of the molten metal in the positive carbon dioxide shielded arc welding is too low, the arc becomes unstable, and not only a large amount of small spatter is generated, but also the weld metal. This increases the risk of hot cracking.
Therefore, P is suitably 0.050% or less, more preferably 0.002% or more and 0.030% or less.

S: 0.020% or less S lowers the viscosity of the molten metal, helps detachment of the droplet suspended from the wire tip, and stabilizes the arc in positive polarity carbon dioxide shielded arc welding.

Further, S has a function of smoothing the bead by spreading the arc in the positive polarity welding and lowering the viscosity of the molten metal. When the S content exceeds 0.020%, not only small spatters are generated, but also the REM precipitates are coarsened and the workability and the yield of the steel slab are reduced.
Therefore, S is suitably 0.020% or less, more preferably 0.002 or more and 0.020% or less. Furthermore, you may contain the following elements according to the desired characteristic.

Cr: 3.0% or less, Ni: 3.0% or less, Mo: 1.5% or less, Cu: 3.0% or less, B: 0.015% or less, Mg: 0.20% or less, Nb : 0.5% or less, V: 0.5% or less, one or two or more Cr, Ni, Mo, Cu, B, and Mg are all elements that increase the strength of the weld metal and improve the weather resistance. It is. When the content of these elements is very small, such an effect cannot be obtained.

  On the other hand, when it contains excessively, the toughness of a weld metal will be reduced. Therefore, when Cr, Ni, Mo, Cu, B, and Mg are contained, Cr: 0.02 to 3.0%, Ni: 0.05 to 3.0%, and Mo: 0.05 to 1. It is preferable to satisfy the ranges of 5%, Cu: 0.05 to 3.0%, B: 0.0005 to 0.015%, and Mg: 0.001 to 0.20%.

Nb and V are elements that increase the strength and toughness of the weld metal and improve the stability of the arc. When the content of these elements is very small, the above effects cannot be obtained. On the other hand, when it contains excessively, the toughness of a weld metal will be reduced.
Therefore, when Nb and V are contained, Nb is preferably 0.005 to 0.5% and V is 0.005 to 0.5%, respectively.

  The balance other than the components of the steel strand described above is Fe and inevitable impurities, but N inevitably mixed in the stage of melting the steel material and the stage of manufacturing the steel strand is 0.0200% or less. It is preferable to reduce.

  The manufacturing method of the welding wire is as follows. The molten steel having the above-described composition is melted using a converter or an electric furnace according to a conventional method. Next, a steel material (for example, billet) is manufactured from the obtained molten steel by a continuous casting method, an ingot-making method, or the like.

  A steel material is subjected to hot rolling after heating, and further subjected to dry cold rolling (ie, wire drawing) to produce a steel strand. The operating conditions for hot rolling and cold rolling are not limited to specific conditions, and may be any conditions as long as they produce a steel wire having a desired size and shape.

  Further, the steel wire is annealed and pickled as necessary, and after cold or dry or wet wire drawing, a lubricating oil is finally applied to form a predetermined product, that is, a welding wire.

Suitable welding conditions for the CO ₂ gas metal arc welding according to the present invention include a welding speed of 20 to 35 cm / min, a welding current of 250 to 350 A, an arc voltage of 28 to 35 V, a torch inclination of 30 to 60 °, and a receding angle of 5 to 45. The adoption of tandem welding technology for the purpose of improving efficiency is effective as a welding method for obtaining high-efficiency and high-quality welds.

  According to the present invention, it is possible to obtain an approximately T-shaped fillet welded joint of a steel deck and rib material having excellent fatigue strength, excellent welding work efficiency and weld bead appearance, In order to improve safety, it is effective to use fatigue-resistant steel having excellent fatigue crack propagation characteristics for the steel deck and / or rib material.

  For example, AFD (anti-fatigue damage) steel (registered trademark: manufactured by JFE Steel, JFE Technical Report, No. 5, August 2004, P13-18) can be used as the fatigue resistant steel. FIG. 2 shows an example of test results showing the performance of AFD steel. The crack propagation speed is slower than that of ordinary steel, and the progress of fatigue cracks is suppressed.

  Fig. 2 shows a deck plate (thickness 12mm) manufactured from ordinary steel and AFD steel with the composition shown in Table 1, and a semi-elliptical fatigue crack (depth 2mm, length 10mm) in the stress concentration area with a repeated stress range of 134MPa. The result of having calculated the crack propagation speed in case of occurrence of cracks is shown.

  Note that the steel floor slab and / or rib material may be a rolled steel material for welded structure (SM material) defined in JIS G3106 of Si-Mn type, or a steel material for building structure (SN material) defined in JIS G3136. The effect of the present invention is not impaired.

  A fillet weld of a U-rib material (plate thickness 6 mm) was performed on a steel slab having a composition shown in Table 2 (plate thickness 12 mm) to produce a fatigue test body shown in FIG. 1 and subjected to a fatigue test. Table 5 shows the fatigue test conditions.

Fillet welding was performed by changing the polarity of the groove with various groove angles using a welding wire (wire diameter: 1.4 mm) with various compositions and CO ₂ gas metal arc welding. After welding, the shape of the weld was measured. The weld where no back wave was observed was cut after the fatigue test and the penetration depth was measured.

Table 3 shows chemical components of the welding wire (including Cu plating), and Table 4 shows the welding current, welding voltage, and welding speed of CO ₂ gas metal arc welding.

Table 6 shows fatigue test results together with welding conditions and weld shape evaluation results. The fatigue test results are excellent (○) when there is no cracking of 1 mm or more in a fatigue test of 400,000 times, and good (△) when cracks of 1 mm or more have not occurred but are not penetrated. The case where the through crack occurred in the floor board or the weld bead was evaluated as impossible (×).

  No. Nos. 1 to 5 are good members with no penetration cracks in fatigue tests by making joints with full penetration (rib material penetration rate 100%) and front side leg length of 1/2 or more (3 mm or more) of the rib material thickness. Characteristics were obtained. Furthermore, no. In Nos. 1 to 3, excellent member characteristics without cracking were obtained by setting the back leg length to 2 mm or more and the rib material thickness or less (6 mm or less).

  No. No. 6 is a shallow rib material penetration rate of 80%. No. 7 had a front leg length of 2 mm (less than 1/2 of the rib material thickness), and through cracks were observed in the fatigue test, and sufficient characteristics as a member were not obtained.

The figure explaining this invention. The figure which shows the fatigue crack propagation speed of fatigue-resistant steel. The figure explaining the structure of a bridge. The figure explaining the occurrence condition of the fatigue crack in a bridge.

Explanation of symbols

1 Rib material 2 Steel deck 3 Weld metal

Claims (8)

  A fillet welded joint of a flat plate and a vertical plate, wherein the fillet welded joint includes a complete penetration weld welded so that a back bead is obtained from one side, and the complete penetration weld is A fillet welded joint between a flat plate and a vertical plate, wherein the leg length on the front bead side is not less than 1/2 and not more than 4 times the thickness of the vertical plate.   The fillet welded joint according to claim 1, wherein the back bead side leg length is not less than 2 mm and not more than the longitudinal plate thickness. A fillet welding method in which a substantially T-shaped fillet welded joint having a recess (wedge-shaped gap) at the butt portion of a flat plate and a vertical plate is completely melt welded under the following conditions to form a back bead. The fillet welding method for a flat plate and a vertical plate, wherein the leg length on the front bead side is 1/2 to 4 times the thickness of the vertical plate.
(1) Welding method: Positive gas metal arc welding (2) Shield gas: Mixed gas consisting of two or more of Ar, He, H ₂ and O _{2 with} a CO ₂ ratio of 60% or more, or , 100% CO ₂ gas (3) Welding wire: Solid wire containing REM: 0.015 to 0.100% with a component composition of mass%   4. The fillet welding method for a flat plate and a vertical plate according to claim 3, wherein the back bead side leg length is 2 mm or more and the vertical plate thickness or less.   The fillet welded joint according to claim 1 or 2, wherein the flat plate and / or the vertical plate is a fatigue crack propagation steel.   5. The fillet welding method according to claim 3, wherein the flat plate and / or the vertical plate is a fatigue crack propagation steel.   The fillet welded joint according to any one of claims 1, 2, and 5, wherein the flat plate is a steel deck in a bridge and the vertical plate is a rib plate.   The fillet welding method according to any one of claims 3, 4 and 6, wherein the flat plate is a steel deck in a bridge, and the vertical plate is a rib plate.

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