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Result and Analysia of Welding Procedure Test for Submerged
arc welding at Groove angle 50 For Buildup H-section steel
(part.1 Test overview)
KAWAMOTO Ryuichi, MORIOKA Kenzo, INA Yasuho
KAGAMI Yasuo, SHIMANO Yukihiro, HIROSHIGE Takaaki,
FUJITA Tetsuya
50
*1 *2 *3 *4
*5 *6 *7
50
1.
JASS 6
45 60
50
501
2
2.
490 / 550 / 590 /
3 19 28 40
1 2
1
3.
2
JIS
3 3
4
5 DEPO
6 BOND
7 8 9
JIS Z 3121
1
19 28 40
200 200 200
14002000
300 30015 15
402819
6. 56 9. 59 13. 5136. 5 9. 5 13. 5
TN1TN2TN3T81T82T83TA1TA2TA3
-
1
1
2
2
2017 8
*1 *2
*3
*4
*5 *6 *7
*1 Kawamoto *2 Sumitomo Mitsui Construction *3 MHS Planners,Architects & Engineers *4 Nikken Sekkei
*5Takenaka *6Takenaka *7Nihon Sekkei
JIS Z3183 M pa J
K W -55
K B -55U
K W -55 Y -D Y -D
K B -U N F-810 N F-820
K W -55 Y -D Y -D L Y -D M Y -D M
K B -58U N S H -60 N S H -60 N F-820 N S H -60
JIS Z3351
Y S -S 6 Y -D Y -D L
Y S -M 1
Y S -M 5 Y -D M
Y S -N M 1
JIS Z3352
S A C G 1 K B -55U K B -58U N S H -60
S FM S 1 N F-810 N F-820
K B -U
K W -55
K W -101B
K W -50
S 622-H -5 47K W -101B
K B -U
S 582-H -5 47
K W -50
K B -U
S 532-H 0 47
S 502-H 0 47
M pa
DEPO DEPO DEPO
300 35050
30050
300325325
2000
B
19 28 40
666
B A B A B A
5 0. 05
27. 5 0. 4
55 0. 6
0. 25 0. 025
45 227. 5 0. 4
19 28 40
DEPO DEPO DEPO
B A B A B A
28 40
BOND WEB BOND WEB
B A B A
2 2
28 40
BOND FLG BOND FLG
B A B A
t2
t1 19. 28. 40
t2 28. 40
t3t1=19 28t1=28 40t1=40 40
6 100
4-R50
M pa M pa J M pa
*
4
4
5.
3
4 DEPO
JIS Z 3111 A2
8 BOND
JIS Z 2242
V
( )
9
7 BOND
3 JIS
5
6 DEPO
4
Result and Analysis of Welding Procedure Test for Submerged arc
welding at groove angle 50 for Buildup H-section steel
(Part.2 Analysis of Test Results)
MORIOKA Kenzo, INA Yasuho, KAGAMI Yasuo,
SHIMANO Yukihiro, HIROSHIGE Takaaki, FUJITA Tetsuya,
KAWAMOTO Ryuichi
*1 *2 *3 *4
*5 *6 *7
50
1.
2.
490N/mm2 550N/mm2
590N/mm2 3 JIS Z
3183 S502-H S532-H S582-H S622-H 4
1.
40 194
2.
3.
3.
4.
JIS Z 3183 20
50kJ/cm 30
96kJ/cm
4. 6.
JIS
2
(TS) 0
(Ev)
(TS)
0 (Ev)
1. 3.
4. 7.
1 JIS Z 3183
2
3
4 490N/mm2
5 550N/mm2
6 590N/mm2
JIS Z3183
T S(M pa) (M pa) (%)
S 502-H 0 47
S 532-H 0 47S 582-H -5 47S 622-H -5 47
19 28 40 19 28 40 19 28 40
S 502-H 25 25 14 6 6 4 - - -S 532-H 16 15 10 - - - - - -S 582-H 1 2 1 16 15 16 1 1 1S 622-H - - - 1 2 2 5 4 5
JIS Z 3183
19 71 - - 71
28 48 22 - 7040 - 50 3 53
11 9 72 3 19 4
JIS Z 3183kJ/cm N /m m 2 J
19 25 50 606 73
28 25 68 586 6240 14 77 564 72
19 16 46 632 7028 15 52 627 6640 10 66 594 73
19 1 54 662 11628 2 60 663 10840 1 76 708 94
S 502-H
S 532-H
S 582-H
JIS Z 3183kJ/cm N /m m 2 J
19 6 50 638 129
28 6 70 637 13240 4 74 631 122
19 16 48 670 12328 15 63 662 12640 16 73 649 120
19 1 54 652 8028 2 78 634 8440 2 70 635 86
S 502-H
S 582-H
S 622-H
JIS Z 3183kJ/cm N /m m 2 J
19 1 47 721 120
28 1 73 671 12240 1 72 666 112
19 5 53 661 9428 4 76 661 9140 5 83 658 92
S 582-H
S 622-H
2017 8
*1 *2 *3
*4 *5
*6 ( ) *7
*1Sumitomo Mitsui Construction *2MHS Planners,Architects & Engineers
*3Nikken sekkei *4 *5Takenaka *6Nihon Sekkei *7Kawamoto
1 490N/mm2
2 550N/mm2
3 590N/mm2
4 S-502-H
5 S-532-H
6 S-582-H
7 S-622-H
2014 2016
8
0
JIS
0
JIS
0
0
0
S502-H S532-H
S622-H
S582-H
5.
2014 2016
2016
8. 2014 2016
8. 2014 0
2016
2014 2 3
2016 2
0
6.
50
40 194
1 2 2 0
1 6 2 3
N=85 N=109
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