Weight 111) Max all.pressurelkg J Z:O.7 l-z:o.9 I

Weight 111) Max all.pressurel

kg~1 Z:O.7 l Z:O.9 ID T F/R D T FIA

406 1 3 1 1200 408 4

410 5

max 12

58

77

97

15

20

25

20

26

33

240 1.6

2.4

50

74

65

96

84

86

2

3

300 2.4

3.7

40

60

52

77

104

106

2

3

max 5456 1 3 1 1350 458 4

460 5

max 12

72

97

122

14

18

23

17

23

2942

62

129

131

2

3

max 5

375 3.8

5.7

32

481500 90

119

152

12

16

20

16

21

26

506

508

510

3

4

5

max 7

154

156

2

3

max5

450 5.4

8.2

27

40

35

52

606 1 3 1 1800 608 4

610 5

max 13

128

169

215

10

14

17

13

17

22

204

206

208

2

3

4

max 6

600 9.6

14.5

19.5

20

30

40

26

39

52

710 I 5 712 6

716 8

max 13

2100 292

351

470

15

18

23

19

22

3022.5

30.5

37.8

24

32

40

31

42

52

256

258

260

3

4

5

max 8

750

10

13

15

13

16

20

808 1 4810 5

812 6

max 10

2400 304

381

458306

308

310

3

4

5

max 12

900 32.5

43.2

54.0

20

27

34

26

35

43 910 I 5 912 6

916 8

max 13

2700 482579774

11

14

18

15

17

23

356

358

360

3

4

5

max 10

1050 44.0

58.7

73.5

18

23

29

22

30

37

595

715

10

12

13

16

1010 I 5 1 3000 1012 6

max 13

10

1) Design pressure in Bar at temperature +20°C using material AIS1316, at other temp. and grades se table on page 46.Z=0.7 no radiography, Z=0.9100% radiography.

---

PART.NO. ABE-121

PART.NO. ABE-122

PART.NO. ABE-132

Standard grades: AISI 304, 304L, 316, 316L (SS 2333, 2343, 2352, 2353)

Type CBevel15° J+-

1Jr'.'Q L

TIDt14 -1

DN 15-80 are Type B and DN 100-150 Type C withbevelled collar according to above sketch.

Part. No. ABE-122. PRESSED COLLARS Typ B, C.Part. No. ABE-121. PRESSED GOLLARS Typ B.

1) PN 16. SA Reference No.2286.

Dt:t1,O I~ r~ N

15

20

25

di

16 :t0.5

21 :t 0.5

26 :t 0.5

455868

9

10

12

Weight kg

2 :t O. 12 0.03

3 :t 0.12 0.06

3 :t 0.12 0.09

32:!:0.5

35:!:0.5

40,5 :!: 0.5

808088

14

14

17

3 :!:0.12

3 :!:0.12

3 :!:0.12

0.12

0.12

0.16

32

35

40

103

122

18

20

3:!: 0.12

4:!:0.20

0.19

0.37

50

65

50:!:0.5

65:!:0.7

139

139

159

232427

4 :t 0.204 :t 0.205 :t 0.20

0.45

0.45

0.75

75

80

100

75:!:0.8

80:!:0.8

100 :!:1.0

2727

5:!:0.20

5:!:0.20

1.00

1.10

125

150

125:t 1.3

150:t 1.5

189

212

Flat gasket surface without grooves. The external diame-ter Dt of the gasket surface matches loose flanges DIN

2656.

Flat gasket surface without grooves. The external diame-ter Dt of the gasket surface matches loose flanges DIN

2642.

Part. No. ABE-132. ANGLE COLLARS.SA Reference No.2293.

di Dt L T Weight kg

1.2

1.5

1.8

2.0

~

200:t2

1310:t2.5

360 :t 3

410:t3.5

28 :t2

28 :t2

28 :t 2

28 :t2

4:!::0.3

4:!::0.3

4:!::0.3

4:!::0.3

200

250

300

350

200 :t2

250 :t 2.5

300 :t 3

350 :t 3.5cm400 :t4

450 :t 4.5

500 :t 5

600:t6

480 :t4

530 :t4

590 :t 4

690 :t5

38:!:2

38:!:2

48:!:2

48:!:2

4:!:0.4

4:!:0.4

5:!:0.4

5:!:0.4

3.1

3.5

5.9

7.1

400

450

500

600Machined gasket surface with external diameter Dtmatching loose flanges DIN 2642.

16

1) Approved for PN 10/PN 16 used with corresponding flange.Limits of pressure and temperature according to 55-1233. Compare table on page 45.

---

The ABE norm has been developed as a production specification to be applied to all standard production at ABE, unIessotherwise specified and agreed upon. The range of ANSI fittings are subjected to specifications according to ASTMA 403, which is further explained in the ANSI section of this catalogue. Executions and quaIity control not detailed in the

ASTM A 403 specification will be as generally in the ABE Norm.

Production to other specifications or individual requirements particularly relevant to critical applications, such as the nu-

clear industry, may be agreed to and quoted on request.

1 SCOPE

All seamless and fabricated welded construction stainiess steel butt weld fittings excluding those to ANSI Standard.

2. GENERAL CONDITIONS

The ABE fittings are designed in accordance with the SPG/SPVG requirements.

The SPG requires approval by SA of design (drawing and calculations) and welding for all products used in pipe

installations subject to SA inspection.

SPG -Swedish Piping Gode (AN 78)SPVG -Swedish Pressure Vessel Gode (TKN 73)SA- The Swedish Plant Inspectorate.

In this brochure ABE presents a selection of products for which SA has approved design and welding methods. (AN78 11.3 and 12.1 ) Galculation data and other preconditions are presented on page 46 in this brochure.

3. RAW MATERIAL

Fullyannealed austenitic stainiess steel in the form of pipe, tube, sheet, plate, strip, coil, bar, casting or forging withrequirements according to Swedish standard, or American standard and when required to AD/W2.

4. RECEPTION CONTROL AND IDENTIFICATION

Raw material and applicable certificates are checked before release to production.

When material is split, each component is hard stamped with codes for material grade and production batch. These

are recorded against heat number and material certificate.

Small fittings and fittings produced only by machining are exempted from die stamping and are identified by marking

of the container with batch number.

5. MANUFACTURE

Material is cold formed (pressing, drawing, upsetting, rolling, bending etc.) or machined to final shape.

Welding is performed by qualified welders with procedures qualified according to the Swedish Pressure Vessel

Gode. Welding procedures are shown in Table 2, page 43.

The fittings are on ly annealed when specified in this catalogue, in price lists or quotations.

Pickling and passivation are carried out after finish machining and prior to final examination.

41

6. RADIOGRAPHIC CONTROL

Radiographic control is not included in the ABE standard but performed at an extra cost.

The interpretation of radiography is based on Collection of Reference Radiographs of Welds in Steel from Interna-tionallnstitute of Welding (IIW), applied to the five graded scales shown in Table 1 (Swedish Piping Code, Table

13.3).

The minimum requirement for approval is grade 3 (green) with the exception of surface root faults due to incomplete

weld penetration which are rejected.

Table 1. Interpretation scale for radiography according to IIW Collection of Reference Radiographs of Welds in

Steel.

RADIOGRAPHY SHOWSI GRACE I

I 5 black I Homogeneous weld or weids with an insignificant number of dispersed porosities.

4 blue Insignificant deviations in the homogeneity of the weld depending on one or several of the followingfaults:a = porosities, b = slag inclusions, c = undercuts.

Minor deviations in the homogeneity of weld caused by one or several of the following faults:a = porosities, b = slag inclusions, c = undercuts, d = root faults (incomplete weld penetrations).

3 green

2 brown Oeviations in the homogeneity of weld caused by one or several of the following faults:a = porosities, b = slag inclusions, c = undercuts, d = root faults (incomplete weld penetrations),e = incomplete fusion.

Major deviations in the homogeneity of weld caused by one or several of the following faults:a = porosities, b = slag inclusions, c = undercuts, d = root faults (incomplete weld penetrations),e = incomplete fusion, f = cracks.

1 red

L---Radiographic control according to ASME VIII UW-51 can be performed on request.

7. WORKMANSHIP

The fittings shall have a workmanlike finish and shall be free from injurious defects such as contamination, cracks,porosities, cavities and oxides, that can be detected by visual examination.

Surface cavities or undercuts shall not be deeper than 5% of the nominal wall thickness or resulting in belowtole-

rance wall thickness.

Weld bead and weld penetration shall be even and have a transition to the base material without sharp edges.

Height of the weld bead must not be more than 1 mm at wall thicknesses below 3 mm and max 1.5 mm at wallthickness between 3 and 7 mm. At heavier wall than 7 mm permissible height is 20% of wall or max 3 mm.

42