Root Bead—Pulse Current-—Gas Tungsten Arc Welding

Gas tungsten arc welding has been used to great advantage in all kinds of pipe welding applications. Besides affording the welder excellent visibility due to the lack of smoke and spatter, there is no porosity due to slag entrapment, and the deposits are essentially hydro-

gen free. The GTAW process is particularly useful, due to more pre­cise heat control, in welding thin wall pipe and in many cases heavy wall pipe may have it’s first root pass done with GTAW while subse­quent fill and cap passes are completed with conventional stick weld­ing. In such cases where root penetration must be as smooth as possi­ble, a consumable insert is placed between the mating pipe edges and fused into the bottom of the root opening.

However as pipe welding is most often done in various “out of posi­tion” situations, the GTAW process needed even more precise heat control to avoid weld pool sagging and bum through. The 1960’s saw the introduction of “pulsed current “ welding control in which both high and low values of current could be preset on the power supply. During the “high” portion of the pulse cycle, actual fusion would take place. Then as the torch moves away, the current automatically switches to a lower value allowing the puddle to partially solidify before the next high current pulse begins. The length of time for each pulse is also adjustable making possible optimum welding conditions over a wide variety of pipe welding applications.

The pulse current mode is shown in Fig 6-15.

Pulse control offers a number of advantages over the inconsistencies that are experienced during the time the root bead is deposited. These advantages of using pulse current-gas tungsten arc welding include:

(a) control over puddle size and fluidity

(b) ability to increase and maintain adequate penetration

(c) ability to maintain uniformity of weld deposit

(d) ability to preset the pulse mode to any condition, as needed by

the welder.

(e) ability to position the torch in its rightful position before the

high pulse is activated

Comparing shielded metal arc welding with pulse arc welding for depositing the root bead on thinwall pipe, the latter shows absolute

Root Bead—Pulse Current-—Gas Tungsten Arc Welding

control of the puddle size, prevention of excessive penetration, com­plete protection from oxidation, and a clean inner surface of the root bead. Therefore, pulse arc welding is often preferable for welding pipe of both medium alloy and high alloy steel Pulse arc welding is a use­ful innovation for thinwall pipe, including when thinwall pipe needs two passes to be completed.

Before using pulse arc welding for heavywall pipe, the welder must be fully acquainted with the appropriate variables. Heavywall pipe offers an excellent heatsink. The size of the tungsten electrode must be considered. If a slight oscillation will be used while depositing the root bead, it is important to know where the tungsten tip will be located and when the current mode changes to low. The tip should be placed so that welding occurs under a blanket of inert gas; the hot weld will then be protected from oxidation. The position of the tungsten tip should be one sixteenth of an inch on the weld, where there is a chance of only a slight fissure or tiny void. It is from that position that the welder should begin when the high pulse is enacted.

The filler metal should be placed between the root opening where the tip of the rod is in contact with the apex of the groove. The rod must not be allowed too close to the starting point. When the high pulse is initiated, the rod should be inserted, making contact where the rod touches the root bead.

Because the thickness of the pipe makes an excellent heatsink, the high pulse mode duration should be four times that of the low mode. When the low mode is inactive, the tungsten-tip should be raised one sixteenth of an inch. It should then be advanced forward when the high mode is enacted, with a slight oscillation to remove cumulative grains that may have form during the cooling pattern, and to assure that the tie-in to the root is properly fused. The slight backstep becomes nec­essary because the heat-sink, which is so effective, can cause a shrink­age crack. This depends on the frequency of changes between the modes. The high mode should be enacted while the cooling weld is still in a semi-solid state.

The power source design for pulse current welding calls for adjust­ing both the high mode current and low current pulse based on time duration. Adjusting both depends on wall thickness, preheating, fix or roll position, and the rootface thickness.

The internal surface of the pipe edges to be welded should be clean of oxide (rust) and other impurities.

Prequaiified Base Meta!—*Filler Metal Combinations for Matching Strength8 (see 3.3)

G

г

0

u

p

Steci Specification Requirements

Hiilcr Melal Requirements

Steel Specification'-2

Minimum Yield Point/Strength

Tensile

Range

Electrode Specification-1 6

Minimum Yield Point/Strength

Tensile Strength Range

ksi

MPa

ksi

MPa

ksi

MPa

ksi MPa

ASTM A 36*

36

250

58-80

400-550

ASTM A53

Grade В

35

240

60 min

415 min

ASTM A106

Grade В

35

240

60 min

415 min

SMAW

ASTMA13J

Grades A, B, CS, D, DS, Б

34

235

58-71

400-490

AWS A5.1 or A5.57

ASTM A139

Grade В

35

241

60 min

414 min

Е6ЙХХ

50

345

62 min 42?

ASTM А38І

Grade Y35

35

240

60 тіл

415 min

Е70ХХ

60

415

72 min 495

ASTM A500

Grade A

33

228

45 min

ЗІОтіп

Е70ХХ-Х

57

390

70 min 480

Grade В

42

290

58 min

400 min

ASTM A501

36

250

58 min

400 min

SAW

ASTM A516

Grade 55

30

205

55-75

380-515

AWS A5.I7 or A5.231

Grade 60

32

220

60-80

415-550

F6XX-EXXX

48

330

60-30 415-550

ASTM A524

Grade 1

35

240

60-85

415-586

F7XX-EXXX or

58

400

70-95 485-660

Grade [I

30

205

55-80

380-550

F7XX-EXX-XX

I

ASTM A529

42

290

60-85

415-585

ASTM A570

Grade 30

30

205

49 min

340 min

GMAW

Grade 33

33

230

52 min

360 min

AWS A5.I8

Grade 36

36

250

53 min

365 min

BR70S-X

60

415

72 min 495

Grade 40

40

275

55 min

380 min

Grade 45

45

310

60 mm

415 min

Grade 50

50

345

65 min

450 min

ASTM - A573

Grade 65

35

240

65-77

450-530

FCAW

Grade 58

32

220

58-71

400-490

AWS A 5.20

ASTM A709

Grade 36“

36

250

58-80

400-550

E6XT-X

50

345

62 rnin 425

AP15L

Grade В

35

240

60

415

E7XT-X

60

415

72 min 495

Grade X42

42

290

60

415

(Except <2.-3,-10.-GS)

ABS

Grades A, B. D, CS, DS

58-7!

400-490

AWS A5.297

Grade Es

58-71

400-490

E7XTX-XX

58

400

70-90 490-620

G

r

о

u

p

Stcc! Specification Requirements

Filler Metal Requirements

Steel Specification* 2

Minimum Yietd Point/Strength

Tensile

Range

Electrode Specification-1-6

Minimum Yield Point/Suength

Tensile Strength Range

ksi

MPa

ksi

MPa

ksi MPa

ksi

MPa

ASTMA131

Grades AH32, DH32, EH32

46

315

68-85

470-585

SMAW

Grades AH36, 0H36. EH36

51

350

71-90

490-620

AWS A5. і or AS.57

ASTM A441

40-50

275-345

60-70

415-485

E7015, E7016

60 415

72 min

495

ASTMA516

Grade 65

35

240

65-85

450-585

E7018, E7028

Grade 70

38

260

70-90

485-620

E7015-X, E7016-X

57 390

70 min

480

ASTO A53?

Class 1

45-50

310-345

65-90

450-620

E7018-X

ASTM A572

Grade 42

42

290

60 min

415 min

ASTM A572

Grade 50

50

345

65 min

450 min

ASTM A588s

(4 in. and under)

50

345

70 min

485 min

SAW

ASTM A595

Grade A

55

380

65 min

450 min

AWS A5.17 or A5.237

Grades В and С

60

415

70 min

480 min

F7XX-EXXX or P7XX-EXX-XX

58 400

70-95

485-660

ASTM A6065

45-50

310-340

65 min

450 min

ASTM A607

Grade 45

45

310

60 min

410 min

GMAW

n

Grade 50

50

345

65 min

450 min

AWS A5.18

Grade 55

55

380

70 min

480 min

ER705-X

60 415

72 min

495

ASTM A618

Grades lb. 11, Ш

46-50

3 J 5-345

65 min

450 min

ASTM A633

Grade A

42

290

63-83

430-570

Grades C, D

50

345

70-90

485-620

FCAW

(2-1/2 in, and under)

AWS A5.20

ASTM A709

Grade 50

50

345

65 min

450 min

E7XT-X

60 4І5

72 min

495

Grade SOW

50

345

70 min

485 mtti

(Execpt -2, -3. - JO, - GS)

ASTM A710

Grade A, Class 2 > 2 in.

55

380

65 min

450 min

AWS A5.297

ASTM A808

(2-1/2 in. and under)

42

290

60 min

415 min

E7XTX-X

58 400

70-90

490-620

API m6

Grade 42

42

290

62-80

430-550

Grade 50

50

345

70 min

485 min

API SL­

Grade X52

52

360

66-72

455-495

ABS

Grades AH32. DH32, EH32

45.5

315

71-90

490-620

Grades AH36, DH36, EH365

51

350

71-90

490-620

G

Steel Specification Requirements

Filler Metal Requirements

r

Minimum Yield

Tensile

Minimum Yield

Tensile Strength

0

u

p

Point/S trength

Range

Poini/Strcnglh

Range

Steel Specification1,2

ksi

MPa

ksi

MPa

Electrode SpecificationJ-4

ksi

MPa

ksi MPa

SMAW AWS A5.57

E8015-X, E8016-X

67

460

80 mm 550

E8018-X

SAW

ASTM A572

Grade 60

60

415

75 min

515 min

AWSA5.237

111

Grade 65

65

450

80 min

550 min

F8XX-EXX-XX

68

470

80-100 550-690

ASTM A537

Class 2J

46-60

315-415

80-100

550-690

GMAW

ASTM A633

Grade E5

55-60

380-415

75-І00

515-690

AWS A5.287

ASTM A710

Grade A, Class 2

< 2 in.

60-65

415-450

72 min

495 min

ER80S-X

68

470

80 min 550

ASTM A710

Grade A, Class 3

> 2 in.

60-65

415-450

70 min

485 min

FCAW AWS A5.297 E8XTX-X

68

470

80--100 550-690

Notes:

1. In joints involving base metals of different groups, either of the following filler metals may be used: {1) that which matches the higher strength base meial, or (2) that which matches the lower strength base metal and produces a low-hydrogen deposit. Preheating shail be in conformance with the requirements applicable to the higher sircngth group.

2. Match API standard 28 (fabricated lubes) according to Stee! used.

3. When welds are to be stress-relieved, the deposited weld metal shall not exceed 0.05 percent vanadium.

4. Only low-hydrogen electrodes shail be used when welding A36 or A709 Grade 36 steel more than і in. (25.4 mm) thick for cyclically loaded structures.

5. Spccial welding materials and WPS (e. g., E8GXX-X iow-alloy electrodes) may be required to match the notch toughness of base metal (for applications involving impact loading or low temperature), or for atmospheric corrosion and weathering chaiacleristies (see 3.7 3)

6 The designation of ER70S-IB has been reclassified as ER80S-D2 ш A5.28-79. PrctjuaSified WPSs prepared prior to 1981 and specifying AWS A5.18, EK70S-1B, may now use AWS A5.2B-7911R80S-D2

when welding steels in Croups 1 and U.

7. Filler metais of alloy group B3, B3L, Ё4, B4L, Б5, B5L. B6, B6L, 87, B7U B8. B8L. or B9 in ANSI/AWS A5.5, A5.23, A5.28, or A5.29 are not prtqoaHfied for use if) the as-wcidcd condition.

8. See Tables 2.3 and 2.5 for allowable stress requirements for matching filler metal.

Structural Steel Plates

Strength

Toughness

Yield Strength

Tensile Strength

Group

Class

Specification <t Grade

ksi

MPa

ksi

MPa

t

(2

ASTM A36 {to 2 in. (hick)

36

250

58-80

400-550

I

ASTM A! 31 Grade A (to t/I in. thick)

34

235

58-7!

440-490

ASTM A13 ] Grades B, D

34

235

58-71

400-490

I

8

ASTM AS73 Grade 65

35

240

65-77

450-550

ASTM A7Q9 Grade 36T2

36

250

58-80

400-550

!

A

ASTM A131 Grades CS, Є

34

235

58-71

400-490

ASTM A242 (to t/2 in, thick)

50

345

70

480

IT

r

ASTM A572 Grade 42 (to 2 in. (hick)

42

290

60

415

11

ASTM A572 Grade 50 (to 1/2 in thick)»

50

345

65

450

ASTM A588 (4 in. and under)

50

345

70 min

485 rein

ASTM A709 Grades 50T2.50T3

50

345

65

450

ASTM A (3 і Grade AH32

45.5

315

68-85

470-5S5

!!

в

ASTM A!31 Grade AH36

Si

350

71-90

490-620

ASTM A8Q8 (strength varies with thickness}

42-50.

290-345

60-65

415-450

ASTM A516 Grade 65

35

240

65-85

450-585

APi Spec 2H Grade 42

42

290

62-SO

430-550

Grade 50 (ro 2-1/2 in. illicit)

50

^45

70-90

483-620

(слег 2-1/2 in. thick)

47

325

70-90

483-620

API Spec 2W Grade 42 (lo 1 in. thick)

42-67

290-462

62

427

(t>er 1 in thick)

42-62

290-427

62

427

Grade 50 (to 1 m. thick)

50-75

345-517

65

448

(oier 1 in, thick)

50 ”70

345-483

65

448

Grade 50T (to 1 in. thick}

50-80

345-522

70

483

(over I in. thick)

50-75

345-517

70

483

API Spec 2Y Grade 42 (to 1 in. (hick)

42-67

290-462

62

427

i:

A

(over I in, thick)

42-62

290-462

62

427

Grade 50 (to 1 in. thick)

50-75

345-517

65

448

(over 1 in. thick)

50-70

345-483

65

4-?8

Grade JOT (to I in. thick)

50-80

345-572

70

483

{over 1 in. thick)

50-75

345-5 і 7

70

483

ASTM AI31 Grades DH32, EH32

45.5

3!5

68-85

470-585

Grades DH36, ЕНЭ6

51

350

71-90

490-620

ASTM A537 Class I (to 1-ІЙ in, thick)

50

345

70-90

4S5-62Q

ASTM A633 Grade A

42

290

63-83

435-570

Grades C, D

50

345

70-90

485-620

ASTM A678 Grade A

50

345

70-90

485-620

m

С

ASTM A633 Grade E

60

455

SO-100

550-690

ASTM A537 Class I£ (to 2-Ш in. thick)

60

415

80-100

550-690

ASTM A678 Grade В

60

415

80-100

550-690

API Spec 2WGrade 60 {to і in, thick)

60-90

414-621

75

517

(oser 1 in. thick)

60-85

414-586

75

517

API Spec 2Y Grade 60 (to t in. thick)

60-9Q

414-621

75

517

Ш

A

(over 1 in. thick)

60-S5

414-586

75

517

ASTM A710 Grade A Class 3

(quenched and precipitation heat treated)

thru 2 in.

75

515

85

585

2 in. ю 4 in.

65

450

75

515

over 4 in.

60

415

70

485

ASTMA5S4 (over 2-1/2 m thick)

90

620

110-130

760-890

С

ASTM A5i? (over 2*1/2 in. thick)

90

620

П0-! 30

760-896

ASTMA514 (to 2-1/2 in. thick)

100

690

110-00

760-895

_

с

ASTM А5І7 (»1-1/2 in. thick)

100

690

110-130

760-895

*Tq 2 ш, Thkk for Type і of 2 Kitted. Firte Grain Practicr

Note; Sec їм of Referenced Specifics ion* for fuli titles of the above.

Structural Steel Pipe and Tabular Shapes

Yield Strength

Tensile Strength

Group

Class

Specification & Grade

ksi

MPa

ksi

MPa

API Spec 5L Grade B*

35

240

60

415

ASTMA53 Grade В

35

240

60

415

ASTM 139 Grade В

35

240

60

415

ASTM A500 Grade A (round)

33

230

45

310

і

С

(shaped)

39

270

45

310

ASTM A500 Grade В (round)

42

290

58

400

(shaped

46

320

58

400

ASTM A50i (round and shaped)

36

250

58

400

АРІ Spec 5L Grade X42 (2% max, co! d expansion)

42

290

60

415

ASTM A106 Grade В (normalized)

35

240

60

415

I

В

ASTM A524 Grade 1 (through 3/8 in. w. t.)

35

240

60

415

Grade 11 (over 3/8 in. w. t.)

30

205

55-80

380-550

ASTM A333 Grade 6

35

240

60

415

Ї

ASTM A334 Grade 6

35

240

60

415

API Spec 5L Grade X42 (2% max, cold expansion)

52

360

66

455

ASTM A6 5 8

50

345

70

485

И

В

API Spec 5L Grade X52 with SR5, SR6, or SR8

52

360

66

455

ASTM A595 Grade A (tapered shapes)

55

380

65

450

ASTM A595 Grades В and С (tapered shapes)

60

410

70

480

•Seamless or with longitudinal seam welds Notes:

1. See list of Referenced Specifications for full tides of (he above.

2. Structural pipe may also be fabricated m accordance with API Spec 2B, ASTM A!39+, ASTM A252+. or ASTM A671 using grades of stracturu plate listed in Exhibit I except that hydroslstic testing may be omitted.

+ with longitudinal welds and circumferential butt welds.

Table C2.6 Structural Steel Shapes (see C2.42.2)

Yieid Strength Tensile Strength

Group

Class

Specification & Grade

ksi

MPa

ksi

MPa

j

c

А36

(to 2 in. thick)

36

250

58-80

400-550

A13I

Grade A (to 1/2 in. thick)

34

235

58-BO

400-550

I

В

А709

Grade 36T2

36

250

58-80

400-550

А572

Grade 42 (lo 2 in. thick)

42

290

60

415

II

с

А572

Grade 50 (lo 1/2 in. thick)

50

345

65

480

А588

(to 2 in. thick)

50

345

70

485

А709

Grades 50T2.50T3

50

345

65

450

И

в

AI31

Grade AH32

46

320

68-85

470-585

А131

Grade AH36

51

360

71-90

490-620

*To 2 in. Thick for Type 1 or 2 Killed. Fine Grain Practice

Note: This table is pan of the commentary on toughness considerations for tubular structures (or composites of tubulais and other shape* for offshore platforms, ft is not intended to imply that unlisted shapes ait unsuitable for other applications.

Earlier the importance of maintaining the proper tungsten electrode tip to work distance was stated. Welders will often employ the tech­nique of “walking” the cup along the sides of the groove in order to help maintain that critical electrode tip to work distance. There is how­ever a danger of losing effective shielding gas coverage because of the tendency to lay the gas cup over so that it is more parallel to the joint rather than pointing down into the groove. This occurs due to the curve of the basic torch path as it circumnavigates the pipe and as the welder tries to extend his vision before finally stopping and repositioning the torch. The welder must realize just how critical inert gas shielding is to the soundness of the weld.

The inert gas or gasses which are conveyed through the gas cup, must be so directed that both areas, the molten pool and the area which is in the solidification stage be exposed to inert blanket of protective gases which is supplied through the gas cup. Therefore, the angle in which it is held should be able to provide ample back wash of inert gas to prevent oxidation and other reactions within the grain boundries.

From a welder’s standpoint,, the indication of these drawbacks will be the appearance of the bead surfaces, which may be is dark and dull. A weld which was fully protected from oxidation at high temperature is a weld with a sheen and show no unusual amount of discolloration.

The seriousness of oxidation as described here is based on the fact that temperature of the weld metal one hundred degrees below the crit­ical range is weak, and with gains boundaries further apart as corn - paired to much lower temperatures. Without proper protection from the atmosphere, oxygen may be absorbed within the grainboundries and combining with other residual elements form compounds that will weaken the grain structure as temperature decreases, with construction taking place simultaneously, which leads to separation along grain boundaries.

Комментарии закрыты.