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