is 13159-1 (1993): pipe flanges and flanged fittings, part ...d) mss sp-9 ‘spot facings for...
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है”ह”ह
IS 13159-1 (1993): Pipe Flanges and Flanged Fittings, Part1: Dimensions [MED 17: Chemical Engineering Plants andRelated Equipment]
Indian Standard
PIPBFLANGESANDFLANGEDFITTINGS-SPECIFICATION
PART 1 DIMENSIONS
UDC 621-643.412
Q BIS 1993
B U R E A U O F I N D I A N S T A N D A R D SMANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARC
NEW DELHI 110002
bcwmbcr I993 Price Group IS
Chemical Engineering Plants and Related Equipments Sectional Committee, HMD 17
FOREWORD
This Indian Standard was adopted by the Bureau of Indian Standards, after the draft finalized by theChemical Engineering Plants and Related Equipments Sectional Committee had been approved by theHeavy Mechanical Engineering Division Council.This standard is being prepared in two parts. Part 2 of this standard shall cover the materials ofconstruction dimensions of gaskets and other design considerations.In this standard, flanges of all ratings, flanged fittings of all ratings and flanged fittings ( base type ) ofall ratings are grouped together for basic convenience to user.The pipe size designations and dimensions are given in Annex A.In the formulation of this standard, assistance has been derived from:
a) ANSI B 16.5-1981 ‘Pipe flanges and flanged fittings’, issued by the American NationalStandards Institute;
b) IS0 2229 ‘Equipment for the petroleum and natural gas industries - Steel pipe flangesnominal size I /2 to 24 in - Metric dimensions’ issued by the International Organization forStandardization ( IS0 );
c) MSS SP-25 3tandard marking systems for valve fittings, flanges and unios’ issued by theManufacturer’s Standardization Society of the Valve and Fittings Industry Inc. USA; and
d) MSS SP-9 ‘Spot facings for bronze, iron and steel flanges’, issued by the Manufacturer’sStandardization Society of the Valve and Fittings Industry Inc. USA.
Till such time the Part 2 of the standard is available the material designations in Table B 2 to B 8 aregiven as per ANSI system for guidance and easy implementation of the standard.
For the purpose of deciding whether a particular requirement of this standard is complied with, thefinal value, observed or calculated, expressing the result of a test or analysis, shall be rounded off inaccordance with IS 2 : 1960 ‘Rules for rounding off numerical values ( revised )‘. The number ofsignificant places retained in the rounded off value should be the same as that of the specified value iathis standard.
Indian Standard
PIPEFLANGESAND FLANGED
IS 13159 (Fart 1) : 1993
FITTINGS-SPECIFICATION
PART 1 DIMENSIONS
1 SCOPE
This standard covers dimensions, tolerances, mark-ing, testing and methods of designating openingsfor pipe flanges and tlanged fittings in sizes DN15to DN600. Flanges and flanged fittings may be castor forged. Blind flanges and reducing flanges with-out hubs may also be made from plate. Pressure-temperature ratings tables are given in Annex B forvarious materials. The ratings are applicable fortype and form of fittings as mentioned above.
A flange or flanged fitting used under the IndianBoiler Regulation will be subjected to any/all lim-itations of that regulation. This includes any maxi-mum temperature limitation, rule governing theuse of a material at low temperature or provisionsfor operation at a pressure exceeding pressure tem-perature ratings given in this standard.
2 REFERENCES
The following Indian Standards are necessaryadjuncts to this standard :
IS No.
2825 : 1969
Title
Code for unfired pressurevessels
3138 : 1966 Hexagonal bolts and nuts(M42 to M150)
3333 (Part 1) : 1967 Dimensions for petroleumindustry pipe threads: Part1 Line pipe threads
3 PRESSURE TEMPERATURE RATINGS
Flanges and, flanged fittings shall be designated asone of the following:
PN 20, PN 50, PN 68, PN 100, PN 150, PN 250 andPN 420.
Class 150, Class 300, Class 400, Class 600, Class900, Class 1500 and Class 2500.
4 SIZE
The size of a flange or flanged fitting or boltcovered by this standard is its nominal diameter.
USC of ‘nominal’ indicates that the stated dimen-sion is only for designation, not measurement. Theactual dimension may or may not be the nominalsize and is subjected to established tolerance.
1
Dimensions of flanges shall be as per Tables 1 to 7read with Fig.1 depending on rating of flange.
4.1 Fitting shall be desginated by the size of theopening in their proper sequence as indicated inFig. 2.
4.2 Reducing flanges shall be designated by thetwo nominal pipe sizes. See example in Note 3 ofTable 8.
5 MARKING
5.1 General
5.1.1 Location and Method of Applying Marking
All required markings shall be cast, fdrged orstamped upon the exterior of the product.
5.1.2 Permissible Omission of Marking
On flange of small size which will not permit allrequired markings, they may be omitted to thedegree which conditions require. The sequence ofomission shall be:
a) Size,
b) Melt identification,
c) Rating,
d) Conformance,
e) Ring-Groove number,
t) Material, and
g) Indication of source of manufacture.
5.2 Source of Manufacture
Indication of sourc,e of manufacture shall be indi-cated.
5.3 Material
Flanges and flanged fittings shall be marked withappropriate specification grade identification num-ber and the melt number or melt identification, ifany. These mandatory material indications may besupplemented at manufacturer’s option with histrade designation for the material grade; but confu-sion of symbols shall be avoided.
5.4 Rating
Alpha numerals shall be applied giving the pressurerating class for which the product is designed.
l_ X(NOTE 51 IL t’X(NOTE 5) d
SLIP- ON- WELDING
40
L A P P E D
F L A N G E
4 0
FLANGED FITTINGSOCKET WELDING ( l/2 TO .3 ONLY)
WELDING NECKI
f
MACHINE BOLT WlTi-i NUT
gJ+STUD BOLT WITH NUTS
(NOTE 4)
N&E - ‘C’ includes raised face for PN 20 and PN 50 flanges
FIG. 1 LEGEND KEYS FOR DIMENSIONAL TABLES 1 TO 7
w
Table 1 Dimensions of PN 20 Flanges( Clause 4 and Fig. 1)All dimeosioos in millimetres.
Nominal Size Dio
HoutbH& L e n g t b Through Hub Thread Bore CorOW
.. RadiusDy Drilling Length of Stud Bolts, L
l!Izzdn~oi F,i! LPFd “iztg ~ $2~ bgdp zi 6p So&et L$ief pof Numb Not+ Stud Boltsof Bolts oal Dia Ma&liz
$aEs WeldingWeld- Holes of Bolts
tiSocket 2ym ’
E,%2mm
NeckWeld- %
iog and Rpe Ed %zd
DN NPS 0 C X Y Y Y TA
B B B* D
@ (2) (3) (4) (5) (6) (7> (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21)
15 I “ ‘/2 ’1 90 ( 11.5 1 30 [ ’21.5 [ 16 1 16 1 48 1 16 1 22 1 23 1 16 ( 3 1 10 1 60.5 1 16 1 4 1 Ml4 1 60 1 - 1 45
20 I 3/4 loo 13.0 38 26.5 16 16 52 16 28 28
25 1 110 14.5 49 33.5 17 17 56 I8 34.5 35
32 l’h 120 16.0 59 42 21 21 57 21 43.5 43.5
40 I’/2 130 17.5 65 48.5 22 22 62 22 49.5 50
50 2 150 19.5 78 60.5 25 25 64 25 62 62.5
65 2’12 180 22.5 90 73 29 29 70 29 74.5 75.5
80 3 190 24.0 l&3 89 30 30 70 30 90.5 91.5
90 3’12 215 24.0 122 101.5 32 32 71 32 103.5 104
100 4 230 24.0 135 114.5 33 33 76 33 116 117
125 5 255 24.0 164 141.5 36 36 89 37 143.5 144.5
150 6 280 25.5 192 168.5 40 40 89 40 170.5 171.5
200 8 345 29.0 246 219 44 44 102 44 221.5 222
250 10 405 30.5 305 270 49 49 102 49 276 277.5
3cO 12 48.5 32.0 365 324 56 56 114 56 327 328
350 14 535 35.0 400 355.5 57 79 127 57 359 260
400 16 600 37.0 457 406.5 64 87 127 64 410.5 411
450 18 635 40.0 505 457 68 97 140 68 462 462.5
500 20 700 43.0 559 508 73 103 145 72 513 514.5
600 24 815 48.0 664 609.5 83 111 152 80 616 616
~ 21
26.5
35
41
52.5
62.5
78
90
102.5
128
154
202.5
254.5
305
3
3
5
6
8
8
10
10
11
1 1
13
13
13
13
13
13
13
13
13
1 1
13
14
16
17
19
21-
--
7 0 . 5 16 I 4 Ml4 65 -
79.5 16 ’ 4 Ml4 65 80
89.0 16 4 Ml4 70 80
98.5 16 4 Ml4 70 95
120.5 20 4 Ml8 80 95
139.5 20 4 Ml8 ,’ 90 100
152.5 20 4 Ml8 90 105
178.0 20 8 Ml8 90 105
190.5 20 8 Ml8 90 105
216.0 22 8 M20 90 110
241.5 22 8 M20 100 115
298.5 22 8 h420 110 120
362.0 26 12 M24 115 130
432.0 26 12 M24 120 135
476.0 30 12 M27 130 150
540.0 30 16 M27 135 150
578.0 33 16 M30 150 160
635.0 33 20 M30 160 170
749.5 36 20 M33 175 18.5
5 0
55
55
60
65
75
75
75
75
80
85
90
95
100
110
115
:
125
135
145
Table 2 Dimensions of PN 50 Flanges( Clause 4 and Fig. 1)All dimensions in millimetres.
------Ja4-ner I CounterI Depth I Drilling
Elt;
Length of Stud Bolts,1 5
Nomina l S ize ~ut.sidc Thick- Di? HI
120 16.0 48
125 17.5 54
135 19.5 64
155 21.0 70
165 22.5 84
190 25.5 100
210 29.0 118
230 30.5 133
255 32.0 146
280 35.0 178
320 37.0 206
380 41.5 260
445 48.0 321
520 51.0 375
585 54.0 426
650 57.5 483
710 60.5 533
775 63.5 587
915 1 70.0 1 702 1
(5) (6) 1 (12)162 1
2 6 . 5
35
41
52.5
62.5
78
90
102.5
128
154
202.5
254.5
305
(14) 1 W-5) (17) (18) (20) (20 (22)65 75 55
75 90 60
80 90 65
80 95 65
90 105 75
90 105 75
100 115 85
110 125 90
110 125 95
110 130 95
120 135 100
125 140 105
(19)Ml4
Ml8
Ml8
Ml8
M20
Ml8
M2O
M20
M20
M20
M20
M20
M24
M27
M30
M30
M33
M33
M33
M39
(7) (8) (9) (10) (11)22 52 16 22 23
25 57 16 28 28
27 62 18 34.5 35
27 65 21 43.5 43.5
30 68 22 49.5 50
33 70 29 62 62.5
38 76 32 74.5 75.5
43 79 32 90.5 91.5
44 81 37 103.5 104
48 86 37 116 117
51 98 43 143.5 144.5
52 98 46 170.5 171.5
62 111 51 221.5 222
95 117 56 276 277.5
102 130 61 327 328
111 143 64 359 360
121 146 68 410.5 411
130 159 70 462 462.5
140 162 73 513 514.5
1 5 2 168 83 616 616
(1)1.5 ‘I*20 3lJ
25 1
32 l’h
40 11/*
50 2
65 2’12
80 3
90 3’12
100 4
125 5
150 6
200 8
250 10
300 12
350 14
400 16
450 18
500 20
600 24
21.5 22
26.5 25
33.5 27
42 27
48.5 30
60.5 33
73 38
89 43
101.5 44
114.5 48
141.5 51
168.5 52
219 62
273 67
324 73
355.5 76
406.5 83
457 89
508 95
609.5 106
10
11
13
14
16
17
19
21
66.5 16 4
82.5 20 4
89.0 20 4
98.5 20 4
114.5 22 4
127.0 20 8
149.0 22 8
168.5 22 8
184.0 22 8
200.0 22 8
235.0 22 8
270.0 22 12
330.0 26 12
387.5 30 16
451.0 33 16
514.5 33 20
571.5 36 20
628.5 36 24
686.0 36 24
813.0 42 24
3 23.5
3 29.0
3 36.0
5 44.5
6 50.5
8 63.5
8 76.0
10 92.0
10 105
11 118
11 145
13 171
13 222
13 276
13 329
13 360
13 411
13 462
13 513
13 614
P
155 110
170 130
1 8 5 145
195 150
205 160
210 170
225 180
255 195
--
--
Table 3 Dimensions of PN 68 Flanges( Clause 4 and Fig. 1)All dimensions in millimeters.
i
T Length Through Hub T -rThick-Iless
Fl$;e.
c
Nomi;ia& Pipe
DN(1)
Drilling II.eogth of Stud Bolts, L
T
HubDia
Begin-ningof
Chamfer
wkzg
A
(5)
Din
fI”ufb
x
(4)
OutsideDia ofFlange
0
“2%’Circle
T&FHoles
7rpm
%cd22-
Slip-on
Y
YeY
Y
%iY
B
Lap e&A4Fn
Weld-
‘“eicNet
B
Nomi-nal Diaof Bolts
bped
(2) (6) (8) (9) (10) (11) (18)(3) (16)15 -T-20 3l42.5 1
32 l’/J
40 I’/*
50 2
65 2t12
80 3
90 3’12
100 4
125 5
1.50 6
200 8
250 10
300 12
350 14
400 16
450 18
5cil 20
600 24
Use PN 100 dimensions in these sizes
255 35.0 146 114.5 51 51 89 37 116 117
287 38.5 178 141.5 54 54 102 42 143.5 144.5
320 41.5 206 168.5 57 57 103 46 170.5 171.5
380 48.0 260 219 68 68 118 51 221.5 222
445 54.0 321 273 73 102 124 56 276 277.5
520 51.5 375 324 79 108 136 60 327 328
585 60.5 426 355.5 84 117 149 64 359 360
650 63.5 483 406.5 94 127 152 68 410.5 411
710 67.0 533 4$7 98 137 165 70 462 462.5
775 70.0 587 508 102 146 168 73 513 5 14.5
915 76.5 702 609.5 114 159 175 82 616 616
118 200
145 235.
171 270
222 330
276 387.5
329 451
360 514.5
411 571.5
462 628.5
513 686
614 813
140
145
150
170
190
205
210
220
230
245
270
130
140
145
165
185
195
205
215
220
240
265
140
150
155
175
195
205
210
225
230
250
280
26
26
26
30
33
36
36
39
39
42
48
8
8
12
12
16
16
20
20
24
24
24
M24
M24
M24
M2J
M30
M33
M33
M36
M36
M39
M45
11
11
13
13
13
13
13
13
13
13
13
9
c
To
be s
peci
fied
by
the
puch
aser
.
b
Table 5 Dimenkions of PN 150 Flanges(Clause 4 and Fig. 1)
All dimensions in millinietres.
Nominal Size Out-Tnh;‘2-
Din- Hub Length Through Hub ‘Ibread Bore Drillingside meter *
Length of Stud Bolts, L
Dbr” F$;e, H;‘bgt_
2%Lapped W;zg sz St&m. L”Ed. W e l d i n g ’ D i a - N u m b & Nom!- 7mm
M2Flange . $2LE~ y-on
Neck meter of Bolts na! Dta%Zd
El%Min of Bolt of Bolts
F%‘eHolesN e c k ToLpe
Groove
DN NPS 0 C X A Y Y T B B B r
YQ
(1) (4 (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21)
Use PN 250 dimensions in these sizes
190.5 26
114.5 70 116 117 235.0 32
,51.0 190 279.5 35 M33 190
Table 6 Dimensions of PN 250 Flanges tl
All dimensions in millimetres.,-b1
Nominal Size Do’t”Hub
2 Length Through Hub Thread Bore LeoL-eugh c-er couMer ?tbI Radius t nom I
I Drillingw .
to;,;’ ;tud
zr> Thhi L a p p e d Weld- -me,ChUllfW Slip-Weld@? o n
cw$ MinS$- $gzrd, “&if “ki’ggf!
Circle Holes
Ned S$yc_t%
ing
A Y Y Y T B B D
(5)
120 22.5 38 21.5
130 25.5 44 26.5
150 29.0 52 33.5
160 29.0 64 42
180 32.0 70 48
215 38.5 105 60.5
245 41.0 124 73.0
270 48.0 133 89.0
310 54.0 165 114.5
375 73.5 197 141.5
395 83.0 229 168.5
465 92.0 292 219
58.5 108.0 368 273
615 124.0 451 324
750 133.5 495 355.5
825 146.5 552 406.5
915 162.0 597 457
985 178.0 641 508
1170 203.5 762 610
(6) (‘I (8)32 32 60
35 35 70
41 41 73
41 41 73
44 44 83
57 57 102
64 64 105
73 73 118
90 90 ’ 124
105 105 155
119 119 171,143 143 213
159 178 254
181 219 283
- 241 298
I-: - - - 330 260 292 276 I 311 356 406 327 I
(9) (10) (‘8)22
25
29
30
32
38
48
51
57
60
69
76
84
92
22.0
28.0
34.5
43.5
49.5
62
74.5-
(12) (13)3
3
3
5
6
-
-
---
--
23
28
35
43.5
SO
62.5
75.5
91.5
117
144.5
171.5
222
277.5
328
360
411
462.5
514.5
616
; 8
:s a:!2 10
2 11
,” 11
P 13E._: 13
:: 13d 13FE: 13
13
13
13
13
(14) (l?l23.5 10
29.0 11
36.0 13
44.5 14
50.5 16
63.5 17
76.0 19
92.0 -
118.0 -
145.0 -
171.0 -
2220 -
276.0 -
329.0 -
360.0 -
411.0 -
462.0 -
513.0 -
614.0 -
(16) (17)82.5 22
89.0 22
101.5 26
111.0 26
124.0 30
165.0 26
190.5 30
203.0 33
241.5 36
292.0 42
317.5 39
393.5 45
482.5 52
571.5 56
635.0 60
705.0 68
774.5 76
832.0 80
990.5 94
4
4
4
4
4
8
8
a
8
8
12
12
12
16
16
16
16
16
16
(19) (20) (21) (22)M20 105 100 105
M20 11.5 105 115
M24 125 120 125
MW 125 120 12.5
M27 140 135 140
M24 145 140 145
M27 160 150 160
MU) 180 170 180
M33 195 190 200
M39 250 240 250
M36 260 255 265
M42 290 285 300
M48 335 330 345
M52 375 370 390
MS6 405 400 425
M64 445 440 470
72 495 485 515
76 540 52s 56.5
90 615 610 645
DNI(1)
X
(4)1.5
20
25
32
40
50
65
80
100
125
150
200
250
300
350
400
450
SO0
600
l/23/4
1
I114
1 ‘h
2
2’123
4
5
6
8
10
12
14
16
18
20L24
-
‘Table 7 Dimensions of PN 420 Flanges(Clause 4 and Fig. 1)
outside
E
0
Thick-ness
O fF$y,
Dirt
Houfb
T Length Through Hub
lsiolns in millimetres.
T Bore
?i?‘- Lapped
Y
WeldingNeck
-awedMia
C x A Y Y T B
0 0 _w__ . _-EL (7) 0 0 -_s!!L135 30.5 43 21.5 40 40 73 29 23
140 32.0 51 26.5 43 43 79 32 28
160 35.0 57 33.5 48 48 89 3.5 35
185 38.5 73 42.0 52 52 95 38 43.5
205 44.5 79 48.5 60 60 111 44 50.0
235 51.0 95 60.5 70 70 127 51 62.5
270 57.5 114 73.0 79 79 143 57 75.5
305 67.0 133 89.0 92 92 168 63 91.5
355 76.5 165 114.5 108 108 190 70 117.0
420 92.5 203 141.5 130 130 229 76 144.5
485 108.0 235 168.5 152 152 273 82 171.5
550 127.0 305 219.0 178 178 318 95 222.0
675 165.5 375 273.0 229 229 419 108 277.5
760 184.5 441 324.0 254 254 464 121 328.0
-I-T- -I-Nominal Size Drilling Length of Stud Bolts, L
J-
“&ii’Circle
Numberof Bolts
Nomi- Dia ofnal Dia Boltof Bolts Holes
T7”mR&Ed Kakt
also
T”z”eGroove
i Q
( 1 2 ) (13) (14) (15) -f!L AXL (18) (19)3 23.5 89.0 4 M20 22 125 115
3 29.0 95.0 4 M20 22 125 120
3 36.0 108.0 4 M24 26 140 130
5 44.5 130.0 4 M27 30 150 145
6 50.5 146.0 4 M30 33 170 165
8 63.5 171.5 a M27 30 175 170
8 76.0 197.0 8 M30 33 195 190
10 92.0 228.5 8 M33 36 220 215
11 118.0 273.0 8 M39 42 255 245
11 145.0 324.0 8 M45 48 300 290
13 171.0 368.5 8 M52 56 345 335
13 222.0 438.0 12 M52 56 380 375
13 276.0 539.5 12 M64 68 485 480
13 329.0 619.0 12 72 76 540 530
Weld-
r;::k
(20)125
125
140
155
175
180
205
230
265
310
355
395
510
560
DN NPS
115
20
25
32
40
50
65
80
100
125
150
200
250
300
l/231‘t
1
l’h
I’/*
2
2’12
3
4
5
6
8
10
12
Y” ----. -.-
IS 13159 (Part 1) : 1993
NOTES FORTABLESlT07
6
7
8
9
10
11
12
13
For tolerances, see 9 to 9.10.
For facings, src? 6.8.
For flange bolt holes, see 7.4 and corresponding flange tables.
For spot facing, see 7.5.
These dimensions are for large end of hub, which may be straight or tapered. Taper shall not exceed 7”on threaded, slip-onthreaded, slip-on, socket welding and lapped flanges.
For reducing threaded and slip-on flanges, see Table 8. .
For threads in threaded flanges, see 7.8 to 7.8.4.
Blind flanges may be made with or without hubs at the manufacturer’s option.
For welding end bevel, see 7.6.
For reducing welding neck flanges, see 7.7.
Dimensions in col 12 of Table 1 to 6 and col 11 of Table 7 tortes nd lo inside diameters of standard wall pipe. Thickness ofstandard wall is the same as SCH 40 (see Annex A) in sizes DN 2 0 and smaller.Tolerancc in 9.5 shall apply.!?
The minimum thickness of these loose flan8.
es, in various flange tables, in sizes DN 90 (NPS 3’12) and smaller is slightly greaterthan the thickness of flanges on fittings, w tch are reinforced by being cast integral with the body of the fitting.
When these flanges are required with flat face, either the full thickness or thickness with raised face removed may be furnished.Users are reminded that removing the raised face will make the length through the hub non-standard.
5.5 Size 6.3 Face to Face/End Dimensions
The nominal diameter shall be given, but may beomitted from reducing flanges and reducingflanged fittings.5.6 Ring Joint Flange
A principle of design in this standard is to maintaina fixed position for the flange edge with referenceto the body of the fitting.The addition of any facingis beyond the outside edge of the flange except forthe 1.6 mm raised face in Class PN 20 and PN 50.
The edge (periphery) of each ring joint flange shallbe marked with the letter “R” and the corespondingring-groove number.
6.4 Reducing Fittings
Centre-to-contact surface or centre-to-flange edgedimensions for all openings shall be the same asthose of straight size fittings of the largest opening.The contact surface-to-contact surface or flangededge-to-flange edge dimensions for all combina-tions of reducers and eccentric reducers shall be aslisted for the larger opening.6.5 Side Outlet Fittings
6 FITTING6.1 Wall Thickness
For inspection purposes the minimum wall thick-ness Im of flanged fittings atthe time of manufactureshall be as shown in corresponding flanged fittingrating Tables 9 to 15 read with Fig. 3 for flangedfittings without base and Tables 16 to 21 read withFig. 4 for base type fittings. Additional metal thick-ness needed to withstand assembly stresses, shapesother than circular and stress concentrations mustbe determined by the manufacturer, since thesefactors vary widely. In particular, 45’ laterals, trueY’s and crosses may require additional reinforce-ment to compensate for inherent weaknesses inthese shapes.
6.2 Local DeformitiesLocal areas having less than minimum wall thick-ness will be acceptable provided that all of thefollowing are true:
4
b)4
The area of subminimum thickness may beenclosed by circle whose diameter is nogreater than 0.35 @“I where tm is the mini-mum wall thickness as given in respectivetable.Measured thickness is not less than 0.75 tm.Enclosure circles are separated from each
an edge distance of more than
Side outlet elbows, side outlet tees and side outletcrosses shall have all opening on intersecting centrelines, and the ceutre-to-contact surface dimensionsof the side outlet shall be the same as for the largestopening. Long radius elbows with side outlet shallhave the side outlet on the radial centre line of theelbow, and the centre-to-contact surface dimensionof the side outlet shall be the same as for the regular90’ elbow of the largest opening.6.6 Special Degree Elbows
Special degree elbows ranging from lo to 45’ inclu-sive shall have the same centre-to-contact surfacedimensions as 45’ elbows and those over 45’ andup to 90’ inclusive shall have the same centre-to-contact surface dimensions as 90’ elbows. Theangle designation of an elbow is its detlection fromstraight line flow and is also the angle between theflange faces.6.7 Auxiliary Connections
No auxiliary connections, or openings will be pro-vided except as specified by the purchaser. If as-sembly is required, the purchaser shall also specifythe applicable code or regulation. Welded auxiliaryconnections shall be made by a qualified welderusing a qualified weld procedure in accordancewith IS 2825 : 1969.
10
IS 13159 (Part 1) : 1993
A A AR E D U C I N G O N R E D U C I N G O N R E D U C I N G O N
O U T L E T O N E R U N O N E R U N A N D O U T L E T
REDUCING TEES
8 B B
cED D
AR E D U C I N G O NO N E O U T L E T
CE3 D
AR E D U C I N G O N
B O T H O U T L E T S
REDUCING
CE! D
AR E D U C I N G O N
O N E R U N A N D O U T L E T
CROSSES
A A AR E D U C I N G O N R E D U C I N G O N R E D U C I N G O N
B R A N C H O N E R U N O N E R U N A N D B R A N C H
REDUCING LATERALS
AR E D U C I N G O N B O T HRUNS(BULLHEAD)
B
C
a
D
I IA
R E D U C I N G O N O N E R U NA N D B O T H O U T L E T S
B C
QA
T R U E ‘Y’
c@cc@, AWe ,aBBw\A A C A A
RIGHT H A N D L E F T H A N D R I G H T H A N D L E F T H A N D
SIDE OUTLET TEE DOUBLE BRANCH SIDE OUT ELBOWELBOW
NOTE - The largest opening establishes the basicsize of a reducing fitting. The largest opening is named first, exceptthat for bull head tees which are reducing on both runs and for double branch elbows where both branches are reducing,the outlet is the largest opening and named last in both cases.In designating the openings of reducing fittings they should be read in the order indicated by the sequence of the lettersA, B, C and D. In designating the outlets of side outlet reducing fittings the side outlet is named last and in the case ofcross, which is not shown, the side outlet is designated by the IetterE.Sketches are illustrative only and do not imply required design.
FIG. 2 METHODS OF DESIGNATING OUTLETS OF REDUCING FI~GS
11
IS 13159 (Part 1) : 1993
Table 8 Reducing Threaded and Slip-on Pipe Flanges for PN 20 to PN 420(Clause 4.2)
All dimensions in millimetresl
E l NOTE 3 NOTE 2
Nominal PipeSize3’
DN
(1)25
32
40
50
65
80
LL--_.-NOTE 2
NOTE 3
SmallestSize ‘) ofReducing
OutletRequiring Hub
Flanges
(2)1s
15
15
25
32
32
Nominal PipeSize”
SmallestSize ‘) ofReducing
OutletRequiring Hub
Flanges
100 40
125 40
150 65
200 80
250 90
Nominal PipeSize”
(1)300350
400
450
ski
550
600
SmallestSize’) ofReducing
OutletRequiring Hub
Flanges
(2)9090
100
100
100
100
100
NOTES
1 The hub dimensions shall be at least as large as those of the standard flanges of the size to which the reduction is being made,except flanges reducing to a size smaller than those of column 2 may be made from blind flanges. See Example 2.
2 PN SO flanges do not have a counterbore. DN 50 and higher pressure flanges will have depth of counterbore (g) of (6.4mm) forand smaller tappin and DN 50 (9.6 mm) for DN 65 and larger. The diameter(Q) of counterbore is the same as that given in thetables of threaded !langes for the corresponding tapping.
3 For method of designating reducing threaded flanges, see 4.2 and examples below.
Example 1
The size designation is DN 150 x 65 PN 50 reducing threaded flange.
This flange has the following dimensions:
318 mm diameter of regular DN 150 PN 50 threaded flange.
.37 mm thickness of regular DN 150 PN 50 threaded flange.
178 mm diameter of hub for regular DN 150 PN 50 threaded flange.
16 mm height of hub for regular DN 150 PN 50 threaded flange.
Other dimensions the same as for regular DN 150 PN 50 threaded flange, see Table 4.
Example 2
The size designation is DN 150 x 50 PN 50 reducing threaded flange.
Use regular DN 150 PN 50 blind flange tapped with DN 50 parallel threads.
12
ELBOW
BB
LONG RADIUS ELBOW
A AIti , HH
I
CROSS
FLANGED FITTING
FIG. 3.
G GNN
G
BREDUCER
ccKK
T E E
I 2; LATERAL
G
M-ECCENTRICREDUCER
LEGEND KEYS FOR DIMENSIONAL Tmm 9 TO 15
A AHH
,
Table 9 Dimensions of PN 20 Flanged Fittings( Clause 6.1 and Fig. 3 )AI, rl:m.mnr;nnr in m;,,;m~tr~rN, YL”‘IIY.“.._. .., . . . . . . . . . . -..-...
1.6 mm Raised Face Ring JointNominal Size OutsideDiame-ter of
Flange
Thick-ness ofF$W$e*
WallThick-ness ofFi;$;g, E”ir
Reducer
Centre-to-
Centre-to- CkX-
ShortCentre-
to-
% : :of Raised
FaceLateral
and True‘r
ContactSurface-
& k
Of EedReducer
gyEEkwCross
and TrueiY’
e%::of Raised
Face
EkZwCross
and True‘r
$x2of Raised
FaceLong
REl”
to-%%:
of RaisedFace
Lateral
D N NPS 0
(1) ~~~ (2)
c
(3)
tm
(4)
d
(5)
I I
A A BB c c EE I IGGI F FI
(6) (7) (8) (9) I (10) I (11)
NNHH
(12) (16) (17)25 1 110 11.5 4.0 25 89 127
32 I’/4 120 13.0 4.8 32 95 140
40 I’/* 130 14.5 4.8 38 102 152
50 2 150 16.0 5 . 6 51 114 165
65 2’12 180 17.5 5.6 64 127 178
80 3 190 19.5 5.6 76 140 197
90 3lit 215 21.0 6.3 89 152 216100 4 230 24.0 6.3 102 165 229
125 5 255 24.0 7.1 127 190 260
150 6 280 25.5 7.1 152 203 292
200 8 345 .29.0 7.9 203 229 356250 10 405 30.5 8.6 254 279 419300 12 485 32.0 9.5 305 305 483
350 14 535 35.0 10.3 337 356 546
400 16 600 37.0 11.1 387 381 610450 18 635 40.0 11.9 438 419 673500 20 700 43.0 12.7 489 457 737
600 24 815 48.0 14.3 590 559 864
44 146
51 15957 178
64 203
76 241
76 254
89 292
102 305
114 343
127 368
140 444
44 114 95 133 51 152
44 114 102 146 57 16551 114 108 159 64 184
64 127 121 171 70 210
64 140 133 184 83 248
76 152 146 203 83 260
76 165 159 222 95 29876 178 171 235 108 311
89 203 197 267 121 350
89 229 210 298 133 375
114 279 235 362 146 451
127 305 286 425 171 527
140 356 311 489 197 629
152 406 362 552 197 692
165 457 387 616 210 768
178 483 425 679 222 819
203 508 464 743 248 895
229 610 565 870 286 1035
51
5157
70
70
83=:
83 .a83 2
\D95 z95 ;;
z121 2133 u,
b
Table 10 Dimensions of PN 50 Flanged Fittings( Clause 6.1 and Fig. 3)All dimensions in millimetres.
Nominal Size Ring Joint);;:ii;
Flange
DN 1 NPS 0 C
I2532
40
50
65
8090
100
125
150
200
250
300
350
400
450
500
600
1
It/d
l’/Z2
2’/23
3’124
5
68
10
12
14
16
18
20
24
(2) (3)125 17.5
135 19.5
155 21.0
165 225
190 25.5
210 29.0
230 u).5
255 320
280 35.0
320 37.0
380 41.5
445 48.0
520 51.0
585 54.0
650 57.5
710 60.5
775 63.5
915 70.0
WallThick-
Ilesso!
FiEgyI
Ial
(4)4.7
5.5
5.5
6.3
6.3
7.1
7.1
7.9
9.5
9.5
11.1
127
14.3
15.9
17.5
19.0
20.6
23.8
Centre-to-
Contact
s”:Fw
%zd
I#$
1.6 mm Raised Face
Centre-to-
Contact
s”Pe
%zd4S” El1
d AA BE c c
Centre-
&‘%flLongCentre-
to - EndLateral
ShortCentre-
‘fati%and
True ‘Y
K K LL M M
Centre-to - End
Ekkw
%?True ‘Y
F F HH
0 (6) xi._- (8) (9) (10) (11) (12)25 lCb? 127 57 165 51 114 108
32 108 140 64 184 57 114 114
38 114 152 70 216 64 114 121
51 127 165 76 229 64 127 135
64 140 178 89 267 64 140 148
76 152 197 89 279 76 152 16089 165 216 102 318 76 165 173
102 178 229 114 343 76 178 186
127 253 260 127 381 89 203 211
152 216 292 140 444 102 229 224
203 254 356 152 521 127 279 262
254 292 419 178 610 140 305 300
308 330 483 203 698 152 356 338
337 381 546 216 787 165 406 389
387 419 610 241 876 190 457 427
432 457 673 254 952 203 483 465
483 4 % 737 267 1029 216 SOS 505
585 572 864 305 1206 254 610 583
Centre-to - End
rQY{s
JJ
(13)133146
159
173
186
205
224
237
268
300
364
427
491
554
618
681
746
875
(14) (15) (16)64 171 5770 190 64
76 222 70
84 237 7197 275 7197 287 84110 325 84
124 351 84
135 389 97
148 452 110160 529 135
186 618 148
211 706 160
224 795 173
249 884 198
262 960 211
276 1038 225
316 1218 265
Table 11 Dimensions of PN 68 Flanged Fittings G( Chse 6 . 1 a n d Fig. 3 ) G
limetres. %
;fL
V. .
5;Y
nil1-Ail dimensions in IT 1
7 mm Raised Face Ring JointInsideDia ofFitting
d
Flange EdgeWallThick-ness ofFi~tt
tm
(4
9.511.111.114.217.41 9 . 020.622.223.826.930.1
FlangeEdge-
to-Flange
l?e%z-cer
G
End-IQ-End
Redu-cer
E E
(13)
406
425
476
585
654
756
832
895
997
1056
1276
C!“,!Fe.to-
Flange.ateral
E
0
- -39941846957864774982588899010791269
ShortCentre.
to-p : : ! :al andp!
F c c
(12).
Centre-to-End
Ek%w
c~iGs
-?’
H H
(16)
20.5230249300338382414452490530621
ShortCentre
to-End
Later-
“+r”u”ed‘Y’
MM
Centre.to-
Flange
$ye:.
c,‘,“d” ’Ty!”
A
0
.cI
I196221241291329374406444481520609
kntre-IO
Flange:d e45’fill
c -G&-k--%-t-&-DN NPS
I15
z 20253240506580901001251502002503ccl3504004505Ou600
,1’‘2
3l4
1I’/4I’/2
22’12
33’;~
456810121416182024
0
0 0 -!.E.L -!2Q__ .
118129135148160167179205217232271
0
102127152203254305333381432479575
35.038.541.548.054.057.560.563.567.570.076.5
L
Use PN 100 dimensions in these sizes.
107120126141152158171196209222282
196221240291331373405456481519608
413 235451 260
I -
488 273527 286616 323
254279318381445520585650710775915
133145152164192215228253266,279316
Table 12 Dimensions of PN 100 Flanged Fittings( Clause 6.1 and Fig. 3 )
WdTbitkq es.s oFitting
Mitt
fm
InsideDia d
Fitting
i, C d
0 2.L !4) 095 14.5 4.0 13117 16.0 4.0 19124 1’7.5 4.8 251?3 21.0 4.8 32156 225 5.6 38165 25.5 6.3 51191 29.0 7.1 64210 32.0 7.9 76230 35.0 8.7 89275 38.5 9.5 102330 44.5 11.1 127355 48.0 22.7 152420 56.0 15.8 200510 63.5 19.0 248560 67.0 23.0 298605 70.0 24.6 327685 76.5 27.8 375
745 83.0 31.0 419815 89.0 34.1 464940 ;02.0 40.5 560
All dimensions in millimetres
Flange Edge 7 \ 7 mm Raised Face Ring JointNominal Size
Jentre-Flallgl
Edge 4E 11
E E
z146171184203229260292324356419495533622749800870978106711561346
Short(‘en1re.
to-(‘OIllXsurract
o fRaisedFace
Lateraland Tru
‘Y’
Con tatSurfacr
CoZanSurface
o fRaisedFace
Reduw
F F GG H H
( 1 4 ) (15) (16)44 127 8251 127 9557 127 10s64 127 11470 127 12189 152 14889 171 167102 184 179114 197 192114 222 217152 260 256165 286 281178 337 332203 400 395216 425 421229 451 446254 502 -497267 552 548279 603 60c~330 705 704
Short:‘entre-I
FlangeLateral
and Tru‘ Y
E F
-a- 0 044 139 3757 164 4457 177 5063 196 5769 222 63101 253 82107 285 82120 319 95133 349 107145 412 107171 488 145183 526 158209 615 171234 742 196247 793 209266 863 222291 971 247304 1060 260323 1149 272368 1339 323
(‘entreto-
End 45E 11
._LongCentrf
IO -End
LaaY-
Short(‘enIre.to- EncLateral
md Tru‘Y’
K K LL M M
m (18) (19)50 145 4464 171 5164 184 5770 203 6476 229 70
110 262 90116 294 90129 325 103141 357 116154 421 116179 497 154192 535 167217 624 179243 751 205256 802 217275 872 230300’ 979 255313 1068 268333 1159 283379 1351 335
:-I:iFlanglEdge.
to-Flange
&:-CC*
G- -( 1 0 )
113113113113113138157170183208246272323386411437
488548589691
Centre- (‘entrefO-
%T/ -to-
(‘OlllX
Face 45
AA !Surfa
o fRaked
El1
c c
(11!8395108114121146165178190216254279330394419444495546597698
(12)5164647076
108114127140152178190216241254273298311330375
DN
152025324050658090100125150200250300350400450500600
NPS
3/41
1’14llh
2
2l/23
3l/2456810121416182024
88101107114139150171183209247272323387412437488539
590691
c
Table 13 Dimensions of PN 150 Flanged Fittings I2Fig. 3 ) - - E
nil
TThickIless
i,a&
C
%k25.529.029.032.038.541.538.544.551.056.0 ,63.570.079.586.089.0102.0108.0140.0
All dimensions in I Ilimetres.
T 7 mm Raised Face 1 Ring Joint 1Nomg& Pipe
0
-G!L120130150160180215245240295350380470545610640705785855
1040
WallThickness
Fft-tg,Ml II
tm
AL
4.14.85.6’6.37.17.98.8
10.312.715.118.322.227.031.735.239.744.448.457.9
d
-!a-13i7222935485773 *98121146191238283311356400445535
Flange Edge
Centre- Centre.to- lO-
Cont- Cont-
Short Cont-Centre- act
to- SurfaceCont- - to-
act Cont-;urfa.ce
R;&d
act
Sur:fce!Later- R;:zdairau;d Rbduc.
er‘Y
FF GG
14 (1
Centre.to-
%El1
,&Fe.to-End
La,‘,f-
ShortCentre
IO-End
Later-al and
-%”
E:!-End
Reducer
HH KK LL M M NN
Centre.to-
Flange
;r
ShortCentre-
to-[I$:’
“+rZzd‘Y
to-Flange
RtdE.er
E F G
00 0 (10)
-!-
133 361 107 183158 437 133 221183 526 15 272196 565 15 297222 691 18 361247 793 2 411272 871 222 437285 920 234 469311 1029 260 519330 1149 298 608361 1269 323 659
420 1517 387 761
CkiFe.to-
Cont-act
urface
R & d
Laster-
EE
(13) (16) (17)
Use PN 2.50 dimensions in these sizes.
190 140 368 114 197 192 141229 165 444 140 235 230 167279 190 533 165 286 291 192305 203 572 165 311 306 205368 2 2 9 698 190 375 370 230419 254 800 216 425 421 256483 279 876 229 451 484 381514 292 927 241 483 519 297565 318 1035 267 533 570 322610 337 1156 305 622 616 343660 368 1276 330 673 667 375775 457 1524 394 775 784 467 !
Centreto-
Flange
E!$ep
%z”
%;
A ’
0
184222272298361412476507558603652768 !
DN NPS
15 !-F20 31.i25 132 1’/440 1’1250 265 2ll280 3100 4125 5150 6200 8250 10300 12350 14400 16450 18500 20600 24
(18)
3704465355737008028789321040116212831534
6
116141167167192217230246271311337403
Table 14 Dimensions of PN 250 Flanged Fitting( Clhise 6.1 and Fig. 3 )All dimensions in millimeties.
Nominal Size Out- Thick- Wall 1side mess ‘KiadeThick -
I Flange Edge
Dbf” OfIless meter
&- F%-Short
FlangeFlzze Celltre
iog,Mm
ingto-
F,l:;yal and-qY
’ G ) AA F F GG KK IM NN1
( CC 1 EE1 1 I ,-
(11) 1 (11) 1 (12) 1 (13) 1 (14) 1 (15) 1 (16) 1 (17) 1 (la) I (19) I (20)-
c E 1 F(8)--
222247272330380431482584625752907102811111219134614601701
(7) _69768295
101114126139171215231269298330355406444469520
108 76 -114 83 -127 a9 229140 102 254152 ‘108 27b184 121 337210 133 387237 146 438273 184 489337 222 591353 238 632416 276 759495 305 914565 337 1035629 362 1118692 413 1226768 451 1353832 476 1467972 527 1708
- - 108 76114 .a3127 89140 1M152 108186 122211 135237 148275 186338 224356 241421 281500 310573 344638 371704 424780 462843 487986 541
- --229 63.5254 76.0279 a9338 103389 116440 129491 154592 192635 210764 237919 265
1043 3131127 3271237 3861364 4301478 4621722 53.5
20- 3/4 130 25.5 5.6 1725 1 150 29.0 6.3 2232 11/4 160 7.9 2940 1’12
1 29.0180 , 32.0 9.5 35
50 2 215 38.5 11.7 4865 2l/2 245 41.5 12.7 5780 3 270 48.0 15.9 76100 4 310 54.0 19.0 92125 5 375 73.5 23.2 111150 6 395 83.0 27.8 137200 8 485 92.5 35.7 178250 10 585 108.0 43.7 222300 12 675 124.0 50.8 264350 14 750 133.5 55.6 289400 l& 825 146.5 63.5 330450 18 915 162.0 71.4 371500 20 985 178.0 79.4 416600 24 1170 203.5 94.5 485
-
57698295
107120145183199225253298311368412444514
-113132145170186221259336354418500570640704786850996
- -64 12776 14689 159102 l&4114 210127 235152 273190 350206 368232 432260 514305 584318 654375 718419 800451 864521 1010
107120133145177203228266300346409488558622685761825965
tl
1 , I
Table 15 Dimensions of PN 420 Flanged Fittings( Clause 6.1 and Fig. 3 )
Zentre-to-
‘lange
$y
d A C
0 011 12514 13019 1472s 16829 18538 21848 24757 28273 33092 390
111 450146 SO4184 628219 704
--9s
1011141391521772092472853 * :’399444
nil1
-r
All dimensions in I:
Flange Edgeimetres.
7 mm Raised Face l- Ring Joint 1TNomint: Pipe WallThickness
&t-2:;
In
_J%6.37.18.1
11.112715.819.022.221.134.140.452.365.876.9
Thick-ness
$+i
C
030.032.035.038.044.551.057.060.570.092.0108.0127.0165.0184.0
out-side
Dbr’‘Lange
NPS 0
--T- --%l/4 1401 160
1’14 1851% 2052 235
2t/2 2703 3054 35sS 4206 4858 55010 67512 760
Zentre.to-
Cont-act
urface
X&d
EkkeYew
c,6”d”
%
:entre.to-
Cont-act
urface
$&d
2:;
Long:entre.IO-
Cont-act
urface
$;d
Laa’fr-
ShortJentre.
to-Cont-
act
?rz
R;&d
5aFnrci-qe
Cont-act
3urfae.to-
Cont-act
?a%
R & d
Reduc-er
(T3entre.to-End
E+%w
5YT
YY
Zentreto-
%El1
LongZcntre.
to-End
LaaY-
Short3entre
to-End
Later-
“+fAd‘r
End-to-End
Reduc-er
1
AA c c EE F F GG H H KK LL MM NN
Short3entre.
to-: ; ; ! :
“+r”u”‘r
F
0- 0-- -- -- -- -380 126431 13949s 164577 190685 228787 260888 291
1092 3681244 406
L
DN
l1s202s3240so6580100125150200250300
(10)-----227253284329386443so7634723
(11)13213715417s192225254289331397457511635711
(12)--102108121146159184216254292324406451
_w-- (14)-- -- -- -- -387 133438 146SO2 171584 197692 235794 267895 298
1099 37s1251 413
(15)-----241267298343400457521648737
(16)132137154176194227257292341403464519646722
m--10211012214.3162187221260298332418462
(18)- (19)-- -- -- -- -389 13s441 149SOS 17s589 202698 241800 273903 306
1110 3861262 424
e
-. ..^^.. ._
IS 13159 (Part 1) : 1993
NOTES TO TABLES 9 TO 15
1 For tolerances, see 9 to 9.3.
2 For facings, see 6.8 and 6.9.
3 For flange bolt holes, see 7.4 and appropriate flange table.
4 For spot facing, see 7.5.
5 For centre-to-contact surface and centre-to-end dimensions of reducing fittings, see 6.3 to 6.6.
6 For contact surface-to-contact surface and end-to-end dimensions of reducers and eccentric reducers, see 6.4.
7 For intersecting centre lines, centre-to-contact surface and centre-to-end dimensions of side outlet fittings, see 6.5.
8 For centre-to-contact surface and centre-to-end dimensions of special degree elbows, see 6.6.
9 For reinforcement of certain fittings, see 6.
10 For drains, see 6.7
11 Dimensions HH, JJ, KK, LL and MM apply to straight sizes only. See 6.4 and 6.8.4. For centre-to-end dimensions of reducingfittings or end-to-end dimensions of reducers, use centre-to-contact surface or contact surface to contact surface dimensions of2 mm raised face (flanged edge) for largest opening and add the proper height to provide for ring-joint groove applying to eachflange. Sea Table 23 for ring-joint facing dimensions.
12 When these fittings are required with flat-faced flange, either the full thickness or thickness with raised face removed may befurnished. Users are reminded that removing the raised face will make the centre-to-face dimension non-standard.
6.7.1 Pipe Thread Tapping
Holes may be tapped in the wall of a fitting if themetal is thick enough to allow the effective threadlength specified in Fig. 5. Where thread length isinsufficient or the tapped hole needs reinforcement,a boss shall be added.
6.7.2 Sockets
Sockets ( socket welding ) may be provided in thewall of a fitting if the metal is thick enough to affordthe depth of socket and retaining well specified inFig. 6. Where the wall thickness is insufficient, orthe size of the connection requires opening rein-forcement, a boss shall be added.
6.7.3 Butt- Weld
Connections may be attached by butt-weldingdirectly to the wall of the fitting as shown in Fig. 7.Where the size of an opening requires reinforce-ment, a boss shall be added.
6.7.4 Bosses
Where bosses are required, the diameters shall benot less than those shown in table under Fig. 8.
6.7.5 Size
Unless otherwise specified, auxiliary connectionsshall be of the pipe sizes given below:
Fitting Size
DN
50 - 100
125 - 200
250 and above
6.7.6 Designating Locations
The means of designatingiary connections in fittings
Connection
DN .15
20
2.5
the locations for auxil-is shown in Fig. 9. Each
possible location is designated by a letter so that thedesired locations for the various types of fittingsmay be specified without using further sketches ordescription.
6.8 Facings ( Except Lap Joints )
6.8.1 Table 22 gives dimensions for facings otherthan ring-joint. Table 23 gives dimensions for ring-joint facings. Fig. 10 shows application of facings.PN 20 and PN 50 fittings and companion flangesare regularly furnished with a 1.6 mm raised facewhich is included jn the minimum flange thickness‘C’. Higher class fittings and companion flangesare regularly furnished with 6.4 mm raised facewhich is additional to the minimum flange thick-ness ‘C’.
6.8.1.1 For small male and female joints careshould be taken in the use of dimensions in Table22 to ensure that the inside diameter of fitting orpipe is small enough to permit sufficient bearingsurface to prevent the crushing of the gasket. Thisapplies particularly on lines where the joint is madeon the end of the pipe. Inside diameter of fittingshould match inside diameter of pipe as specifiedby the purchaser. Threaded companion flanges forsmall male and female joints are furnished withplain face. Large male and female faces and largetongue and groove are not applicable to PN 20because potential dimensional differ.
6.8.2 Go metal shall be cut from the minimumflange thickness specified herein except on class150 and 300 flanges; then the raised face may beremoved when bolting to cast iron flanges.
6.8.3 In the case of the 6.4 mm raised face, tongueor male face ( other than 1.6 mm ) raised face forPN 20 and PN 50, the minimum flange thickness‘C’ shall be first provided and then the raised face,tongue or male face shall be added thereto.
6.8.4 With ring-joint, groove, or female face, theminimum flange thickness shall be first providedand then sufficient metal added thereto so that thebottom of the ring-joint groove, or the contact faceof the groove or female face is in the same plane asthe flange edge of a full thickness flange.
21
FLANGED FITTING
4 BOLT HOLES--\
W_
ROUND BASE SOURE BASE
R
BASE ELBOW BASE TEE TRUE ‘Y’
Foci. 4 LEGEND KEY FOR DIMENSIONAL TABLES 16 TO 21
6.9 Facing ( Lapped Joints )
6.9.1 Raised Face
Finished height of face shall be no less than nomi-nal pipe wall thickness.
6.9.2 Large Male and Female
Finished height of a male face shall be no less thanwall thickness of pipe used or 6.4 mm whichever isgreater. Thickness of lap remaining after machiningthe female face shall be no less than the nominalwall thickness of pipe used.6.9.3 Tongue and Groove
Thickness of lap remaining after machining tongueorgroove face shall be no less than the nominal wallthickness of the pipe used.
6.9.4 Ring Joint
Thickness of lap remaining after remaining thering-groove shall be no less than the nominal wallthickness of pipe used.
6.9.5 The outside diameters of laps for ring jointsare shown in Table 23, dimension K. The outsidediameters of laps for large female, large tongue andgroove and small tongue and groove are shown inTable 22. Small male and female facings are notused with lapped joints.
6.9.6 Blind Flanges
Need not be faced in the centre if, when this centrepart is raised, its diameter is at least 25 mm smallerthan the inside diameter of fittings of the corres-ponding pressure class, as given in tables. When thecentre part is depressed, its diameter shall not begreater than the inside diameter of the corres-ponding pressure class fittings, as given in thetables. Machining of the depressed centre is notrequired.
7 FINISH
The finish of contact faces of pipe flanges andconnecting end flanges of fittings shall be judgedby visual comparison and not by instruments hav-ing stylus tracers and electronic amplification. Thefinishes required are given in 7.1,7.2 and 7.3. Otherfinishes may be furnished by agreement betweenthe user and the manufacturer.
7.1 Raised Face and Large Male and Female
Either a serrated-concentric or a serrated-spiral fin-ish having from 0.6 to 1 mm pitch shall be used.The cutting tool employed shall have an approxi-mate 3.2 to 12.5 pm roughness.7.2 Tongue and Groove and Small Male and Female
The gasket contact surface shall not exceed 3.2 pmroughness.
22
IS 13159 (Part 1) : 1993
Table 16 Dimensions of PN 20 Flanged Fittings (Base Type)( Clause 6.1 and Fig. 4)
(1)
25
32
40
so
65
80
90
100
125
150
200
LSO
300
400
450
503
600
Ceotre -to -Base1.2,5
H
(‘1
-
-
-
1 OS
114
124
133
140
159
178
213
24x
286
318
349
381
40h
470
All
Diameter ofHound Base or
Width ofSquare Base
s
(3) --
-(4)
-
- -
- -
117 13
117
127
13
14
IL7 14
152 16
178
178
229
229
279
279
279
343
343
343
17
17
L4
24
25
25
25
2H
28
28
din
1
tensions in millir
Thickness ofBase1’3
.r
net
T-rcs.
Tbickncss ofRibs’
II
(3 (6)- -
- -
- -
13 89.0
13
14
89.0
98.5
14 98.5
16 120.0
17
17
24
24
25
2.5
25
28
28
28
139.5
139.5
190.5
190.5
241.5
241.5
241.5
298.5
298.5
298.5
l- Base Drilling4
Bolt C’ircle or
Boll Spacing
W
Diameter of
Drilled Holes
(7)
-
-
-
16
16
I6
16
20
LO
20
LO
20
23
23
23
23
23
13
The base dimensions apply 10 all straight and reducing sizes.
For reducing fittings the si7e and centre-to-face dimensions of base are determined by the size of the largest
opening of the fitting. In the case of reducing base elbows, purchaser shall specify whether the base shall beopposite the larger or smaller opening.
Bases may be cast integral or attached as weldments at the manufacturer’s option.
The bolt hole template is the same as for PN LO flanges. Table I. of corresponding outside diameter. except that
only four bolt boles are used. with pairs of holes straddling centre lines. The bases of these fittings are intended
for support in compression and are not to be used as anchors or supports in tension or shear.
Bases shall be plain faced unless otherwise specified. and the cenrre-to-base dimension ‘R’ shall be tbe finished
dimens ion .
When these f i t t ings are requi red wi th f la t - faced f lange. either the fu l l th ickness or th ickness wi th ra ised faceremoved may be furn ished. Users are reminded that removing tbe ra ised face wi l l make the centre- to- face
d imension non-s tandard .
23
F
IS 13159 (Part 1) : 1993
Table 17 Dimensions of PN SO Flanged Fittings (Base Type)( Clause 6.1 and Fig. 4)All dimensions in millimetres.
Nominal SizeDN
(1)25
32
40
50
65
80
90
100
125
150
200
250
300
350
400
450
500
600
centre-to-Bpse’.2.5
R
(2)-
(3)
-
(4)
- - - -
- - - - - -
- - - - - -
114 133 19 13 98.5 20
120
133
133 19 13 98.5 20
156 21 16 114.5 23
143
1.52 22 16 127.0 20
171
190
156
165
191
191
254
254
318
318
318
381
381
445
21 16 114.5 23
25 19 149.0 23
25 19 149.0 23
229 32 22 200.0 23
267
305
343
375
413
454
527
32 22 200.0 23
36 25 269.5 23
36 25 270.0 23
36 28 270.0 23
42 32 330.0 26
42 32 330.0 26
48 32 387.5 29-
Diameter ofRound Base or
Width ofsquare Rase’
S
Thickness ofBase ‘* 3
T
Thickness ofRiiS’
u
(5) (6) (7)
Base Drilling4
Bolt Circle orBolt Spacing
W
Diameter ofDrilled Holes
-
NOTES
1 The bage dimensions apply to all straight ?nd reducing sizes.
2 For reducing fittings the size and cerlrb-co-face dimen;:ons of base are det&mined by the size of the largestopening of the fitting. In the case of reducing base elbows, purchaser shall specify whether the base shall heopposite lo the larger or smaller opening.
3 Bases may be cast integral or attached as weldmenls at the manufacturer’s option.
4 The bolt bole template is the same as for PN 50 flanges, Table 2 of corresponding outside diameter, except thatonly four bolt holes are used, with pairs of boles straddling centre lines. The bases of these fittings are intendedfor support in compression and are not to be used as anchors or supports in tensions or shear.
5 Bases shall be plain faced unless otherwise specified, and the centre-to-base dimension ‘R’ shall be the finisheddimension.
6 When these fittings are required with flat-faced flangt. either the full thickness or thickness with raised faceremoved may be furnished. Users are reminded that removing the raised face will make the centre-to-facedimension non-standard.
24
IS 13159 (Part 1) : 1993
Table 18 Dimensions of PN 68 Flanged Fittings (Base Type)( Clause 6.1 and Fig. 4)
Nominal SizeDN
(015
20
25
32
40
50
65
80
90
100
125
150
200
250
300
350
400
450
500
600
CeIlire- lo-
Basc1’2sR
(2)
152 165
171 190
191 190
229 254
267 254
305 318
343 318
375 318
413 381
454 381
527 444
All dimensions in milli
Round Base orIhickncss of
tres.
(9 1 (6) 1 (7)
Use PN 100 dimensions in these sizes
-22
25
25
32
32
37
37
37
41
41
48
16
19
19
22
22
25
25
29
29
32
32
127
149
149
200
200
270
270
270
330
330
387
20
23
23
23
23
23
23
23
26
28
29
NOTES1 The base dimensions apply to all straight and reducing sizes.
2 For reducing fittings the size and centre-tolface dimensions of base are determined by the size of the largestopening of the fitting. In the case of reducing base elbows, purchaser shall specify whether the base shall beopposite the larger or smaller opening.
3 Bases may be cast integral or attached as weldments at the manufacturer’s option
4 The bolt hole template is the same as for PN 68 flanges, Table 3 or corresponding outside diameter, except thatonly four bolt holes are used, with pairs of holes straddling centre lines. The bases of these fittings are intendedfor support in compression and are not to be used as anchors or support in tension or shear.
5 Bases shall be plain faced unless otherwise specified, and the centre-to-base dimension ‘R’ shall be the finisheddimension.
25
IS 13139 (Part 1) : 1993
Table 19 Dimensions of PN 100 Flanged Fittings (Base Type)( Clause 6.1 and Fig. 4)
~omioal SizeDN
(1)
15
20
25
32
40
50
65
80
90
100
125
150
200
250
300
350
400
450
50tr
600
Cadre- to-Base’***5
R
(2)-
-
-
-
-
121
133
146
165
178
210
229
279
318
337
375
406
-
-
-
All dimensions in millimetres.
Diameter oftound Base or
Width ofSquare Base ’
S
(3)
-
-
-
-
-
155
155
165
165
190
254
254
-318
318
381
381
381
-
-
-
Thickness of Thickness ofBase” 3 Ribs’
T u
(4)
-
-
-
-
-
21
21
22
22
25
32
32
37
37
41
41
41
-
-
-
(5)-
-
-
-
-
16
16
19
19
19
19
19
25
25
28
28
32
-
-
-
Base Drillin~~
Bolt Circle orBolt Spacing
W
(6)--
-
-
-
-
114
114
127
127
149
200
200
270
270
330
330
330
-
-
-
Diameter ofDrilled Holes
(71
-
-
-
-
-
23
23
20
20
23
23
23
23
23
26
26
26
-
-
-
NOTESThe base dimensions apply to all straight and reducing size.
For reducing fittings the size and centre-to-face dimensions of base are determined hy the size of the largestopening of the fitting. In the case of reducing base elbows, orders shall specify whether the base shall be oppositethe larger or smaller opening.
Bases may be cast integral or attached as weldments at the option of the manufacturer.
The bolt hole template for round base is the same as for PN 100 flanges, Table 4 of corresponding outside diameter,except using only for holes in all cases so placed as to straddle centre lines. The bases of these fittings arc intendedto support in compression and are not to be used for anchors or supports in tension or shear.
Bases shall be plain faced unless otherwise specified, and the centre-to-base dimensions ‘R’ shall be the finisheddimensions.
26
-,_I-“-___-__. _-____
IS 13159 (Part 1) : 1993
Table 20 Dimensions of PN 150 Flanged Fittings (Base Type)( Clause 6.1 and Fig. 4)All dimensions in millimetres.
Nominal Size Ceotre- to- Diameter of Thickness of Thickness of Base Drilling4
DN Base”*.’ Round Base or Base” 3 Ribs’R Width of T
Square Base’u Bolt Circle or Diameier of
Dolt Spacing Drilled HolesS W
(1) (2) (3) (41 (5) (6) (7)
15
20
25
32
40
50
65
80 140
l(K) 178
125 210
150 229
200 279
250 318
300 337
350 375
400 406
450 -
500 -
600 -
165
190
254
254
318
318
318
381
381
-
-
Use PN 250 dimensions in these sizes
127
270
270
NOTES1 The base dimensions apply to all straight and reducing sizes.
2 For reducing fittings the size and centre-to-face dimension of base.are determined by the size of the largest openingof the fitting. In the case of reducing base elbows, orders shall specify whether rhe base shall be opposite the largeror smaller opening.
3 Bases may be cast integral or attached as weldments at the manufacturer’s option.
4 The bolt hole template for round base is the same as for PN 150 flanges, Table 5 of corresponding outside diameter.except that only four holes in all cases so placed as to straddlecentre lines. The basesof these fittings are intended10 support in compression and are not to be used for anchors or support in tension or shear.
5 Bases shall be plain faced unless otherwise specified, and the centre-to-base dimension ‘R’ shall be the finisheddimension.
27
IS 13159 (Part 1 ) : 1993
Table 21 Dimensions of PN 250 Flanged Fittings (Base Type)( Clause 6.1 and Fin. 4)
Nomiual SizeDN
(1)15
20
25
32
40
50
65
80
100
1 2 5
150
200
250
300
350
400
450
500
600
Ccotrc -lo-Base”3
R
(2)-
(3)
-
(4) 6)
- -
- - - -
- - - -
- - - -
- - - -
140 165 22 19
152 165 22 19
165 190 25 19
197 254 32 19
229 254 32 19
248 318 37 25
292 318 37 25
349 381 41 29
394 381 41 29
433 444 48 32
476 444 48 32
-
-
-
-
-
-
-
-
-
-
-
-
All dimensions in millit
Diameter ofRound Base or
Width ofSquare Base’
S
Thickness ofRa.s& 3
T
res.
Thickness ofRibs’
u
Base Drillha
Bolt Circle orBolt Spacing
W
Diameter ofDrilled Holes
(6)
-
(7)
-
- -
- -
- -
- -
127 20
127 20
149 23
200 23
200 23
270 23
270 23
330 26
330 26
387 29
387 29
-
-
-
-
-
-
NOTES
The base dimensions apply to all straight and reducing sizes.
For reducing fittings the size and centre-to-face dimensions of base determined by the size of the largest openingof the fitting. In the case of reducing base elbows, orders shall specify whether the base shall be opposite the largeror smaller opening.
Bases may be cast integral or attached as weldments at the manufacturer’s option.
The bolt hole template for round base is the same as for PN 250 flanges. Table 6 of corresponding outside diameter.except using only four holes in all cases so placed as to straddle centre lines. The bases of these fittings are intendedto support in compression and are not to be used as anchors or supports in tension or shear.
Bases shall be plain faced unless otherwise specified, and the centre-to-base dimension ‘R’ shall be the finisheddimensions.
28
IS 13159 ( Part 1) : 1993
10 15 20 25 32 40 50
10.5 13.5 14.0 17.5 18.1 18.3 19.4
NOTE - In DO case shall the effec&e length of thread, T, be less than that shown in table above. ?beae lengths areequal to the effective thread length of External Pipe Threads.
FIG. 5 THREAD LENGTH FOR CONNECI-ION TAPPING
Comaech’on Size, 10 15 20 25 32 40 50DN
Minimum Dia of So&c+ 17.5 21.8 26.9 33.8 42.7 48.8 61.2A, mm
Minimum Depth 4.8 4.8 6.4 6.4 6.4 6.4 7.9 ’B, mm
FIG. 6 SOCKET WELUNG FOR CONNECTIONS
FIG. 7 Burr WELDING FOR CQNNECI-IONS
10 15 20 25 32 40 50
Minimum Baw Din, 31.8 38.1 445 53.8 635 69.8 85.8
F&S BOSSES FOR CONNECIIONS
29
L-r_,<.,._” ..- ,._
IS 13159 (Part 1) : 1993
90” ELBOW 90” ELBOWSTRAIGHT SIZE
TEE ’STRAIGHT SIZE
CROSSSTRAIGHT SIZE
90” ELBOWI
T E EREDUCING SIZE REDUCING SIZE
CROSSREDUCING SIZE
FRONT VIEWSIDE OUTLET ELBOW
STRAIGHT SIZE
90” BASE ELBOW
SIDE OUTLET TEESTRAIGHT SIZE
BASE TEE
45’ ELBOW
45’LATERALSTRAIGHT SIZE
DOUBLE BRANCH ELBOW
TRUE ‘Y’
ECCENTRIC REDUCER
NOTE - The above sketches show two views of the same fitting and represent fittings with symmetrical shapes, with theexception of,the sideoutlet elbow and the sideoutlet tee (straight sizes). Sketches are illustrative only and do not imply requireddesign.
Ro. ? METHOD OF DESIGNATTNG LOCATION OF AUXILIARY CONNECTIONS
7.3 Ring Joint
The side wal!.surface of gasket groove shall notexceed 1.60 pm roughness.
7.4 Flange Bolt Holes
Bolt holes are in multiples of four. Bolt holes shallbe equally spaced and pairs of bolt holes shallstraddle fitting centre lines.
7.5 Spot Facing
Al! cast and forged flanges and flanged fittingsshall have bearing surfaces for bolting which shallbe parallel to the flange face within lo. Any backfacing or spot facing required to accomplish paral-lelism shall not reduce the flange thickness ‘C’
below the dimensions given in Tables 9 to 15.Diamater of spot facing shall be as given inAnnex C.
7.6 Welding End Preparation for Welding NeckFlanges
7.6.1 Welding ends are shown in Fig. 11 to 17.
7.6.2 The contours of the outside of the weldingneck beyond the welding groove are shown in Fig.11,12,15 and 17.
7.6.3 Cylindrical bores shown in Fig. 11 and 12 arestandard unless otherwise specifically ordered tosuit the special conditions illustrated in Fig. 13, 14,15 and 17 read with Table 24.
30
AA,CC,EE etc (NOTE
2 mti RAISED FACE (NOTE 1)FURNISHED ONLY ON SPECIALORDER
7mm RAISED FACEREGULARLY FURNISHED ONCLASS 400 AND HIGHERUNLESS OTHERWISE ORDERED
LARGE OR(NOTE 1)
SMALL MALE FACE
OTE
I j ILARGE OR SMALL FEMALE FACE(NOTE 1)
SMALL MALE FACE(ON END OF PIPE)
L-SEE NOTE
VALVE ORFITTING
SMALL FEMALE FACE(ON END OF PIPE)
LARGE OR SMALLTONGUE FACE(NOTE 1 1
LARGE OR SMALLGROOVE FACE(NOTE 1 1
RING JOINT FACE
I--@K
(NOTE 3
I
CENTRE
6iiiE O FVALVE ORFITTING
10 A Flange Facings - class PN 20 and PN 50
FIG. 10 END FLANGE FACINGS AND THEIR RHAIONSHIP KI FLANGE THI~~NFE~AND CENIER--m-Em DIMENSIONS ( Conrd. )
I
.
AA,CC,EE etc (NOTE
2 mm RAISED FACE (NOTE 1)
REGULARLY FURNISHED ONCLASS 150 AND 300 UNLESSOTHERWISE ORDERED
7mm RAISED FACE‘FURNISED ONLY ONSPECIAL O R D E R
LARGE OR SMALL MALE FACE(NOTE 6 1
OT
LARGE OR SMALL FEMALE FACE(NOTE 6 1
‘E 2
StxLF E M A L E
I
SMALL MALE FACE(ON END OF PIPE)
A,C,E etc(NOTE 5 1
5-
SMALL FEMALE FACE -f-(ON END OF PIPE) ex
I
’ C E N T R ELINE OFrVALVE ORFITTING
LARGE OR SMALLTONGUE FACE(NOTE 6)
t@R
L A R G Et
TONGUE LAR:E”ANOS M A L L T O N G U E
LARGE OR SMALL q-f- /GROOVE FACE(NOTE 7)
I_ .__ .._
G R O O V E G R O O V E L A R G E G R O O V E 1
I I I I
I!1 I
t;
I t;5
I
: C E N T R E 5Y
RING JOINT FACE
I ’‘1. 1 HH,KK,LL etc (NOTE 5 I_
10 B flange Facings -Class PN 68 and Higher
FIG. 10 END FLANGE FACINGS AND THEIR RELATIONSHIP TO FLANGE THICKNESSAND CEh”IEIt-TO-END DIMENSIONS ( CotUd.)
- _I_ .-.
IS 13159 (Part 1) : 1993
t(NOTE 7LE A
tt
\$K
T- -.?-&(NOTE81 cDP 1[
I I* f 1
10 C Flange Facings - Lapped Joints
NOTES1 See Table 22 for dimensions of facings (other than ring-joint) and Tabte 23 for ring-joint facing.2 For small male and female joints care should be taken in the use of these dimensions to ensure that the inside diameterof fittings or pipe is small enough to permit sufficient bearing surface to prevent the curshing of the gasket (see Table22). This applies particularly on lines where the joint is made on the end of the pipe. Threaded companion flanges forsmall male and female joints are furnished with plain face and are threaded with IS 3333 (Part 1 ) : 1967 threads.3 See Table 23.4 See Table 22.5 See corresponding fittings tables.6 Large male and female faces and large tongue and groove are not applicable to Class PN 20 because of potentialdimensional conflicts.7 See 6.9.8 See 6.9.5 and Table 23.
FIG. 10 END FLANGE FACINGS AND THEIR RELAIIONSHIP TO FLANGE THICKNESSAND CENTER-IO-END DMFNSIONS ( Concluded >
IS 13159 (Part 1) : 1993
Table 22 Dimensions- of Facings (Other than Ring Joints, All Pressure Rating Classes)(Clause 6.8.1 and Fig. 10)
nsideDin-neter
ofqeandimall
nsions in millimetres.,
e Diar
emaleand
imallemale
ter
jmall
T-asideDia.meterof
mrgeand.lmnllIVOW
W X
7 8
Y
9
36.5 19.9 36.5
44.4 25.4 44.4
52.4 31.8 49.2
65.1 39.7 58.774.6 46.0 65.193.7 58.8 84.1
106.4 69.8 96.8
128.6 85.7 119.1
141.3 98.4 131.8158.8 111.1 146.0
187.3 138.1 174.6
217.5 163.5 204.8
171.5 214.3 255.6
325.4 268.3 306.4
382.6 319.1 363.5
414.3 350.8 395.3471.5 401.6 449.353s.c 452.4 512.8SR5.E 503.2 560.4
693.i 604.8 668.3
2
lo
2 3 . 8
31.8
36.5
46.0
52.4
71.4
84.1
106.4
119.1
130.2
158.8
188.9
236.5
284.2
341.3
373.1
423.9
487.4
531.8
639.8
lepthof
roovtor
emale
13
All dime
Vominal Size l- Outside Diameter l-i -r T-_.‘i.inimumOutside
Diameter of:aised Portion
wideDia-meterof
He
GsedFace
11
,argeandimallMaleand
hisedFace
-=g eMaleandarge
;mallMale
S3
imallbngue
T
imall Largeemale ‘emaleand andiroove iroove
K L
14 15
44 46
52 54
57 62
67 75
73 84
92 103
105 116
127 138
140 151157 168186 197
216 227270 281324 335
381 392413 424470 481533 544584 59s
692 703
Uale
R234.9
42.9
50.8
63.573.0
92.1104.8
127.0
139.7157.2
185.7
215.9
269.9
323.8
381.0
412.8469.9533.4
584.2
692.2
V
515
20
25
3240s o65
80-
100
125
150
200
250
300
350400450
SO0
600
%-3l4
1
ll/‘l
I’/2
2
2’123
3l/24
5
6
8
10
12
14161820
24
4
18.3 35.1 25.4
23.8 42.9 33.3
30.2 47.8 38.1
38.1 57.2 47.6
44.4 63.5 54.0
57.2 82.6 73.0
68.3 95.2 85.7
84.1 117.5 108.0
96.8 130.2 120.6
1095 144.5 131.8
136.5 173.0 160.3
161.9 203.2 190.5
212.7 254.0 .23&l
266.7 304.8 285.8
317.5 362.0 342.9
349.2 393.7 374.6400.0 4475 425.4
450.8 511.2 489.0
501.6 558.8 533.4
603.2 666.8 641 A
NOTESI For facing requirements for flanges and flanged fittings see 6.8.1 and Fig. 10.
2 Fur facing requirements for lapped joints see 6.9 and Fig. 10.3 For facing tolerances, see 9.24 Height of raised face is either 1.6 mm or 6.4 mm, see 6.85 Height of large and small male and tounges is 6.4 mm.6 Depth of groove or female is 5 mm.7 See 6.9 and Fig. 10 for thickness and outside diameter of laps.8 Raised portion or full face may be furnished unless otherwise specified on order.
34
*__.-
7.6.4 Other welding end preparations furnished byagreement of purchaser and manufacturer do notinvalidate compliance with this standard.
7.7 Reducing Flanges
7.7.1 Drilling Outside Diameter,,Thickness andFacing Dimensions
Flange drilling, outside diameter, thickness, andfacing are the same as those of the standard flangeof the size fTom which the reduction is being made.
7.7.2 Threaded and Slip-on Flanges
The hub dimensions shall be at least as large asthose of the standard flange of the size to which thereduction is being made. The hub may be larger oromitted as detailed in Table 8.
7.7.3 Welding Neck Flanges
The hub dimensions shall be the same as those ofthe standard flange of the size to which the reduc-tion is being made.
7.8 Threads for Threaded Flanges
Except as provided in Note 2, Fig. 10 threadedflanges shall have standard taper thread conformingto IS 3333 (Part 1) : 1967. The thread shall beconcentric with the axis of the flange and variationsin alignment shall not exceed 0.5 percent.
7.8.1 PN 20 flanges are made without a counter-b o r e . T h e t h r e a d s s h a l l b e c h a m f e r e dapproximetely to the major diameter of the threadat the back of the flange at an angle of approxi-mately 45’with the axis of the thread. The chamfershall be concentric with the thread and shall beincluded in the measurement of the thread length.
7.8.2 PN 50 and higher pressure flanges are madewith a counterbore at the back of the flange. Thethreads shall be chamfered to the diameter of thecounterbore at an angle of approximately 45’ withthe axis of the threads. The counterbore and cham-fer shall be concentric with the thread.
7.8.3 The minimum length of effective thread inreducing flanges shall be at least equal to dimensionT of the corresponding class of threaded flange asshown in the tables. Threads do not necessarilyextend to the face of the flange. See Table 8 forreducing threaded flanges.
7.8.4 The gaging notch of the working gage shallcome flush with the bottom of the chamfer in allthreaded flanges, and shall be considered as beingthe intersection of the chamfer cone and the pitchcone of the thread. This depth of chamfer is ap-proximately equal to one-half the pitch of thethread. The maximum allowable thread variation isone turn large or small from the gaging notch.
8 EOLTING
Stud-bolts threaded at both ends or full length, orbolts with heavy hexagonal heads may be used andshall have heavy nuts (see IS 1338 : 1966).
IS 13159 (Part 1) : 1993
8.1 Stud-bolts with a nut at each end are recom-mended for high temperature service. Stud-boltlengths specified in respective tables include thethickness of two nuts. The stud-bolt length does notinclude the height of any point. A point is that partof stud-bolt or a bolt beyond the thread may bechamfered, rounded, or sheared.
8.2 The method of calculating bolt lengths, shall begiven in Part 2 of this standard . These lengths areestablished for the convenience of industry to sim-plify the assembly of these parts on constructionwork, but users may select combinations of thesebolt lengths to suit their needs.
9 TOLERANCES
9.1 Body
9.1.1 Centte-to-contact Surfaces (Other thanRing-joint)
Sizes DN 250 and smaller *lmmSizes DN 300 and larger f 2 mm
9.1.2 Centre-to-End (Ring Joint)
Sizes DN 250 and smaller f 1 mmSizes DN 300 and larger i2mm
9.1.3 Contact SurfaceLto-Contact Surface (Otherthan Ring Joint)
Sizes DN 250 and smaller i2mmSizes DN 300 and larger i3mm
9.1.4 End-to-End (Ring Joint)
Sizes DN 250 and smaller f 2 mmSizes DN 300 and larger i3mm
9.2 Facing
9.2.1 Inside and outside diameter of large and smalltongue and groove on female (0.5 mm).
9.2.2 Outside diameter (2 mm) raised face(1.0 mm).
9.2.3 Outside diameter (7 mm) raised face(0.5 mm).
9.2.4 Ring-Joint groove tolerances are shown inTable 23.
9.3 Flange Thickness Tolerances
Sizes DN 450 and smaller + 3 mm- 0
Sizes DN 500 larger + 4.8 mm- 0
9.4 Tolerances on Nominal Outside Diameter ofWelding End of Welding Neck Flanges
Sizes DN 125 and smaller + 2.4 mm- 0.5 mm
Sizes DN 150 and larger + 4.0 mm- 0.8 mm
35
~-------__-- ~_ _.._.-.I
IS 13159 (Part 1) : 1993
Table 23 Dimensions of Ring Joint Facings ( All Pressure Rating Classes )( Cfuuse 6.8.1 and Fig. 10)
E(NOTE 51
I-_ ,-APPROXIMATEDISTANCE BETWEENFLANGES
All dimensions in millimetres.
r T
:;r0CW?
iumbra
15Rll121314
15
16
1718
19
20
21222324
25
26
2728
29
30
3132
3334353637
38394041
42
43
4445
i(
hNominnl Size
t- r T-Pb
DN.-1- -----
25-
32-
40-
-
50--
65-
--
60-
--
90--
100--
-
125-
-
150-
-
3
NPS2----
1-
l’h-
1’12-
-
2--
2’12-
--
3-
-
-
3’12--
4-
-
-
5--
6--
1c10 I PN 150N 61 PN 420PN 50 PIDN NPS DN
3 4 5IS ‘12 -- - -
20 ‘!4 -- - -
- - -
25 1 -- - -
32 I’/4 -- - -
40 I’/* -- - -- - -
50 2 -- - -
- - -
6.5 2’12 -- - -- - -- - -
- - -
80t 3 -- - -- - -
90 3’12 -- - -- - -
100 4 100- - -
- - -- - -
12.5 5 125- - -
Y PNNPS DN
6 7- 15- -- 20- -
- -
- 25- -- 32- -
- 40- -
- -- 50- -
- -
- 65- -- -- -
- -
- SO+- -
- -- 90- -- -
4 100- -- -
- -
5 125- -
- -
- -
6 150
PN 250t NPS DN
10 11- -- 15- -- 20- -- 25- -
- 32- -
- 40
DN13--
15-
-
20-
25-
-
NPS
14--
‘12-
-3
I4-
1-
-
NPS
12
NPS DN8 9
1n -- -
l/4 -- -
- -
1 -- -
174 -- -
1’12 -
- -
- -
2 -- -
- -
2+2 -- - -- -
- -
- -
3 6Ot- -
- -
3% -- -- -
4 100- -- -
- -
5 125- -
- -- -
6 150
-‘I2-‘I4-
1-
1’14-
I’/2-----
---50-
- 32- -- 402 -
- -
I’/4-
11/*-
-
-----3-
---
-65-
--
-
2ll2-
-
-
--
--
3
50-
65-
-
-
80-
T----
100-
-
2-
2’12-
-
----80
-3---
-4’-
--
---100-
---4-
--4--
5 -- -- -- 1256 -
- -- 125- -
5 -- -
-5-
-
-
3 6
Table 23 (Continued)
IS 13159 (Part 1) : 1993
rAll dimensions in milli
(
PitchIiam-eter
091;
16
34.11
39.69
42.86
44.45
47.6350.80
57.1560.33
65.09
68.26
72.2382.55
82.55
95.25
!01.6C
101.6C107.95111.13
114.3c
I17.4E
1:3.8?
127.M
131.7f
131.7t
136.5:
149.22
149.2:
157.lf161.92171.4:
180.9t
190%
193.6t
193.6)
211.1:
Di
‘N 20
l&l--
'N 50
Kii
-21
N 1X
‘ortio
N 2% N 42(
ippl-0:
‘N 50 ‘N 68 N 100‘N 20
tweet
1 E N 1%
22 23 24 25 26 27 28 29
anges
N 250 N 420
30-
4-
4-- -4-
4-
4
31--4-
-
4-
4-
-
men&
TJh0.20
Radiusat
lottolrR,MUX
19
0.8
0.8
0.8
0.80.8
0.80.80.8
0.8
0.8
0.80.8
0.8
0.8
0.8
0.80.8
0.8
0.8
0.8
0.8
1.5
0.8
0.8
0.8
0.8
0.8
1.50.80.8
0.8
1.5
0.8
0.8
0.8
17 18 20
5.56
6.35
6.35
6.35
6.356.356.356.35
6.35
6.35
7.92,6.35
7.92
7.92
6.35
7.927.92
9.52
6.35
7.92
7.92
9.52
6.35
7.92
7.92
7.14
8.74
8.74
8.74
8.748.74
8.748.74
8.74
8.74
----
63.5-
73.0-
82.5-
-
102- -
-
121---
133-
51.0-
63.5-
-
--------------------156-
-
-
-
-60.5-
66.5-
--
65.0-
-
73.0-
82.5-
-
----4
3-
4-
-
4-
4-
4
-----
3-
4-
-
-----
70.0-
79.5-
90.5
71.5-
81.0-
92.0
-4-
4-
-----
4-
4-
4-
-
5-
-
5--
-
-
5-
-
5-
-----
11.918.74
11.91
11.91
8.74
11.9111.9113.498.74
11.91
11.91
13.49
8.74
11.91
11.91
--108-
--127--
-
-
---124-
-
137-
-
-
102-
114-
-
133-
149-
-
-
168-
-
-
-4-
-
4---
4-
- -- -
6. -- -- -6 -- -- -- -- -6 -- -- -6 -- -
----------4-
-
-
-
---3-
-
3-
-
-
-
-
-
-
3
3-
3-
-T-
3-
3
- 146- -
154 -
- 159- -
----168
--4-
-
6.35 8.74
7.92 11.91
11.13 16.667.92 11.916.35 8.74
171-
--
194
-175--
-
-
181-
-
- -- -- 203194 -- -
4 -- 6- -- -
4 -
- -6 5- -- -
- -
-4---
4-
-
-
4
---3-
--4--
7.92 11.91
12.70 19.84
6.35 8.74
7.92 11.917.92 11.91
- 210- -
219 -
- -
- 241
216 -- -- -- 229
241 -
- -241 -- 4- -
- -
6 6- -
- -
- -
6 6
5-
-
-
5
---3-
-4-
--
37
LL_-.__-_..~_._---_ .._.__.
IS 13159 (Part 1) : 1993
Table 23 ( Continued)
;roove7lumbe
All dimensions in millimetres.l-
-I cN
Nomind Size
T T T l-0 P1 0DN NPS
PI i8
NPS
Pl
DN
lo
NPS
8-
-
-
8-
-
-
10-
-
-
12-
-
-
14--
-
16-
-
-
18-
-
-
20-
--
24-
-
Ph
DN
;oNPS
10
PN
DN
11
50
NPS
PI
DN
1-
-
200-
-
-
250--
-
300-
-
350-
-
-
-
400-
-
-
450-
-
-
500-
--
600-
-
-
PN 420
415
NPS
2-
-
8-
-
DN DN NPS
13 143 4 5- -
- -
- -
8 eO0- -
6 7- -
- -
- -
8 200- -
0 12---
200-
---
200-
-
-
250-
-
---8-
150 6- -
- -
- -
200 8- -
- -- -
250 10- -
-150-
-
-
200---
250-
-
-
-
300
-6-
-
-
8-
--
10-
-
-
-
12-
--
--
-
-
-
-
-
R46
47
48
49
5 0
i51- -10 -- 250- -
- -
- -- -10 250- -
- -
- -- -10 250- -
- -
--10-
-
-
12-
-
-
525354
55
56
5758
59
60
61
62
6364
65
66
67
12-
-
14-
-
--
16-
-
-
18-
-
-300-
-
-L350-
--
400-
-
-
450-
- -12 300- -
- -
- -
14 350- -- -
- -
16 400- -
- -
- -
18 450- -
- -12 300- -
- -
- -
14 350- -
- -- -
16 400- -
- -
- -
18 450- -
-300-
-
-
--
300-
-
--12-
-
-350---
-14--
-
--
350--
--14--
----------
400 16- -
- -
- -
450 18
- -400 16- -
- -
- --20-
--
--
500
-
--
20--
--
500--
--
20--
--
500---
600-
-
---
500-
- 450- -
- -
20 -- 500- -
- -
24 -
- 600
18-
-
-
20-
-
-
24
-----
-----
24 -- 600- -
- -
- -24 600- -
- -
-24-
-
--
600-
----
38
IS 13159 (Part 1) : 1993
Table 23 ( Concluded )
All dimensions in millimetres.I
Raise ‘Or(iO Il- 1Di
N 2Xadius ‘N 50 l-=T
a1 ‘N 20 ‘N 68 N 151 N 42( ‘N 20 ‘N 50 ‘N 68 NlOO N 150 ‘N 25()PN 42ottom
‘N 1OC
4MRX
cPitchDiam-eter
$1:
Depth
E6:“o:$
tensic
Yh0.72
16
211.14
228.60247.65269.88
269.88
!79.40
304.80
323.85323.85
342.90
381 .OO381.00
381 .OCI396.88406.40419.10419.10
419.10
454.03
469.90469.90
469.90
517.53
533.4c533.40533.40558.8C
584.2C
584.2C
584.2C673.1c
692.15
692.12
602.1:
17 1g 19 20 21 22 23 24 25 26 21 28 29 30 319.52 13.49 1.5
-- - - 248 - - - - - - 3 -
12.70 19.84 1.5 - - - 219 ‘-’ - - - - 46.35 8.74 0.8 273 - - - - 4 - - - - -
7.92 Il.91 0.8. - 302 308 - - - 6 6 5 4 - -
11.13 16.66 1.5 - - - 318 - - - - - 4 -
14.27 23.01 1.5 - - - - 340 - - - - -L - 5
6.35 8.74 0.8 330 - - - - 4 - - - - - -
1.92 11.91 0.8 - 356 362 - - - 6 6 5 4 - -
11.13 16.66 1.5 - - _ _ 371 - - - - - - 4 -
17.48 30.18 2.4 - - - - 425 - - - - - - 6
6.35 8.74 0.8 406 - - - - 4 - - - - -1.92 11.91 0.8 - 413 419 - - - 6 6 5 4 -
14.27 23.01 1.5 - - - 438 - - - - - - 5
6.35 8.74 0.8 425 - - - - 3 - - - - -
17.48 33.32 2.4 - - - - 495 - - - - - --7.92 11.91 0.8 - 451 - - - - 6 6 5 - -
11.13 16.66 1.5 - - 467 - - - - - - 4 -
15.88 26.97 2.4 - - - 489 - - - - - - 6
6.35 8.74 0.8 483 - - - - 3 - - - - -
1.92 11.91 0.8 - 508 - - - - 6 6 5 - -
11.13 16.66 1.5 - - 524 - - - - - - 4 -
17.48 30.18 2.4 - - - 546 - - - - - - 8
6.35 8.74 0.8 546 - - - - 3 - - - - -
7.92 11.91 0.8 - 575 - - - - 6 6 5 - -
12.70 19.&l 1.5 - - 594 - - - - - - 5 --
17.48 30.18 2.4 - - - 613 - - - - - - 8
6.35 8.74 0.8 597 - - - - 3 - - - - -
9.52 13.49 1.5 - 635 - - - - 6 6 5 - -
12.70 19.84 1.5 - - 648 - - - - - - 5 -
17.48 33.32 2.4 - - - 673 - - - - - 10
6.35 8.74 0.8-
711 - - - - 3 - - - -
11.13 16.6t 1.5 - 749 - - - - 6 6 6 -
15.811 26.95 2.4 - - 712 - - - - - - 6 -
20.62 36.53 2.4 - - - 194 - - - - - - I1-NOTESI For ring joints with lapped flanges in PN 50 and PN 100, ring and groove number R 30 are used instead of R 31.2 For facing requirements for flanges and flanged fittings ( sre,,Fig. 10 and 6.8 ).3 For facing requirements for lapped joints ( see 6.9 and Fig. i0 ).4 Use PN 100 in sizes DN 15 to 80 for PN 68.5 Use class PN 250 in sizes DN 15 to 65 for PN 150.6 Height of raised portion is equal to the depth of groove ‘E’, but is not subject to the tolerane for ‘E’. Former
full-face contour may be used ( see 5.6 ).
39
-_-e-----. .- .---
IS 13159,(Part I) : 1993
WELDING ENDS
(WELDING NECK FLANGES)
Flc-. 11 BEVELFOR WALLTHICKNEZZS (t) FIG. 11 BEVELFOR WALLTHCKNJZSS (t)
(5 To 22 nun INC~_~JSI@ (GREA’IER THAN 22 mm) ( see NOTE 2 )
A = Nominal outside diameter of pipe (mm)B = Nominal inside diameter of pipe (mm)
t = Nominal wall thickness of pipe (mm)
NOTES’1 See 7.6, 7.7 and 9.5 for details and tolerances.2 See Fig. 13 and 14 for additional details of welding ends.3 When the thickness of the hub at the bevel is greater than that of pipe to which the flange is joined and the additionalthickness is provided on the outside diameter, a taper weld having a slope not exceeding 1 to 3 may be employed or,alternatively, thegreateroutsidediameter may betapered,at thesamemaximumslopeor less,from a point on theweldinglevel equal to the outside diameter of the mating pipe. Similarly, when the greater thickness is provided on the inside ofthe flange, it shall be taper-bored from the welding end at a slope not exceeding 1 to 3.4 When flanges covered by this standard are intended for services with light wall, higher strength pipe, the thicknessof the hub at the bevel may be greater than that of the pipe to which the flange is joined. Under these conditions a singletaper hub may be provided and the outside diameter of the hub at the base ( Dimension X) may also be modified.5 The additional thickness may be provided on either inside or outside or partially on each side, but the total additionalthickness shall not exceed one-half times the nominal wall thickness of intended mating pipe (see Fig. 15,16 and 17).
40
;“_____ .._..... _-_
IS 13159 ( Part 1) : 1993
‘I- 7
@C4JeI I 13 min (NOTE 2 1
FIG. 13 INSIDE CONTOUR FOR USE WITH
F&CTANGLJUR BACKING RING
FIG. 14 INSIDE CONTOUR FOR USE Wm TAPERBACKING RING
A = Nominal outside diameter of welding end (mm)B = Nominal inside diameter of pipe = A - 2r (mm)c = (A - 0.79 - 1.75 t - 0.25 mm)t = Nominal wall thickness of pipe (mm)1.75 I = 87.5% of nominal wall multiplied by two to convert into terms of diameter0.25 = Plus tolerance on diameter C0.79 = Minus tolerance on outside diameter of pipe.
NOTES1 See 7.6,7.7 and 9.5 for details and tolerances.2 13 mm depth based on use of (19 mm) wide backing ring.3 See Fig. 11 and Fig. 12 for welding end details of welding neck flanges.4 For dimension see Table 24.
IS 13159 ( Part 1) : 1993
lsemax (1:3)
Wmin (1:4)
FIG. 1.5 BEVEL FOR OLJTSIDE THICKNESS
LL18 max (1:3)
14’min (1%)
FIG. 16 BEVEL FOR INSIDE THICKNESS
180max (1:3)
\14in (1%)
FIG. 17 BEVEL FOR COMBINED THICKNESS
NOTES TO LlCi. 15.16 AND 17
1 When the materials joined have equal minimum specified yield strength, there shall be no restriction on the minimum slope.
2 Neither rt, tz nor their sum ( tI + tz) shall exceed 0.51.
3 When the minimum specified yield strengths of the sections to be joined are unequal, the value of tD shall atleast equal ‘t’ timesthe ratio of minimum specified yield strength of the pipe to minimum specified yield strength of the flange.
4 Welding shall be in accordance with the applicable code.
42
Table 24 Dimensions of Welding Ends( Clause 7.6.3 and Fig. 11 to 17 )
All dimensions in millimettes.
IS 13159 (Part 1) : 1993
Nominal Size Wnll A *) B2) c 2~4) t 3.4)
DN NPS Thickness ‘\orSchedule
1 2 3 4 5 6 7
40 62.7 62.95 5.1565 2ll2 80 73.0 59.0 59.70 7.00
160 54.0 55.30 9.55xxs 45.0 47.45 14.00
40 17.9 78.25 5.5080 3 80 88.9 73.7 74.50 7.60
160’ ‘66.7 68.40 11.15xxs 58.4 61.20 15.25
3lh 40 101.6 90.1 90.55 5.7580 85.4 86.40 8.1040 102.3 102.70 6.0080 91.2 98.25 8.55
100 4 120 114.3 92.0 93.80 11.15160 81.3 89.65 1350
XXS 80.1 83.30 17.1040 128.2 128.80 6.5580 122.0 123.60 9.55
125 5 120 141.3 115.9 118.05 12.70160 109.6 112.25 15.90
xxs 103.2 106.90 19.0540 154.1 154.80 7.1080 146.3 148.05 10.95
150 6 120 168.3 139.7 142.25 14.25160 131.8 135.30 18.25
xxs 124.4 128.85 21.9540 202.7 203.70 8.2060 198.5 199.95 10.3080 193.7 195.80 12.70
200 8 100 219.1 189.0 191.65 15.05120 182 6 186.10 18.25140 177.8 181.95 20.60
xxs 174.6 171.15 22.25160 173.1 177.75 23.0040 254.5 255.80 9.2560 247.7 249.80 12.7080
273.1242.9 245 60 15.05
250 10 100 236.6 240.10 18.25120 230.2 234.55 21.40140 222.3 227.55 25.40160 215.9 222.00 28.60
STD 304.8 306.15 9.55
40 303.2 304.75 10.30
xs 298.5 300.60 12.70
60 295.3 297.80 14.25300 12 So 323.9 289.0 292.30 17.45
100 281.0 285.35 21.40
120 273.1 278.35 25.40
140 266.1 272.80 28.60
160 257.2 264.50 33.30
43
IS 13159 (Part I ) : 1993
Table 24 (Concluded)
Nomir Size
DN NPS
1
350
400 16
450
500
600 24
2
14
18
20
-I- Wallrhickness’) or
Schedule
3STD
40x s6080100120140160
STD406080100120140160
STDx s406080100120140160
STDx s4060801tXl120140160
STDx s30406080100120140160
A ‘)
4
355.6
406.4
457.2
508.0
609.6
B ‘)l----i5 6 7
336.6 337.90 9.55333.3 335.10 11.15330.2 332.35 12.70325.5 328.20 15.05317.5 321.20 19.05308.0 312.90 23.80300.1 305.95 27.75292.1 299.00 31.75284.2 292.05 35.70387.4 388.70 9.55381.0 383.15 12.70373.1 376.20 16.65363.6 367.90 21.40354.0 359.55 26.20344.5 351.20 30.95333.3 341.45 36.55325.5 334.55 40.45438.2 439.50 9.55431.8 433.95 12.70428.7 431.15 14.25419.1 422.80 19.05409.6 414.50 23.80398.5 404.75 29.35387.4 395.05 34.95377.9 386.70 39.65366.7 377.00 45.25489.0 490.30 9.55482.6 484.75 12.70477.9 480.60 15.05466.8 470.85 20.60455.6 461.15 26.20443.0 450.00 32.55431.8 440.30 38.10419.1 429.15 44.45408.0 419.50 50.00590.6 591.90 9.55584.2 586.35 12.70581.1 583.55 14.25574.7 578.05 17.45560.4 565.55 24.60547.7 554.40 30.95531.8 540.50 38.90517.6 528.00 46.00504.9 516.90 52.35490.6 504.40 59.50
t 3.4)
NOTES
1 STD = Standard Wall Thickness.XS = Extra Strong Wall Thickness.XXS = Double. Extra Strong Wall Thickness.
2 For tolerances ( see 9.5 ).3 It should be recognized that there is no fixed relation between pressure classes and pipe schedules.4 When the wall thickness is less than 14.33 mm, it may be necessary to provide additional material by weld-depo-
sition in order to be able to machine to the ‘C’ dimensions.5 This table covers a few popular sizes only. User may calculate dimensions for other sizes based on formula given
with Fig. 13 and 14.
44
9.5 Nominal Inside Diameter of Welding Ends
Ofwelding neck tlanges and smaller bore of socketwelding flanges (Dimeusious B ie the referencedFigures).
( See Fig. 11 crnd 12 )
Sizes DN 250 and smaller
Sizes DN 300 to 450 and larger
Sizes DN 500 and larger
( See Fig. I3 )
0.8 mm
1.6 mm
+ 3*2 111111- 1.6
Sizes DN 250 and smaller t o- 0.8 mm
Sizes DN 300 and larger t o 111111- 1.6
9.6 Bore of Backing Ring
Of weldiug ucck tlanges (Dimensions C of pig. 13aud 14):
All Sizes+ o.2s 111111- 0
9.7 Thickness of Huh
Regardless of tolerances specified for dimeusiousA aud B, the tbickuess of hub at the welding eudshall uever be less tbau X7.5 perceut of the nominaltbickuess of the pipe to which the. tlange is to beattached.
9.8 Overall Length of Hub on Welding Neck Flanges
Sizes D N 250 aud smaller 2 mm
Sizes D N 300 aud larger 3 111111
9.9 Bore of Flanges
9.9.1 Lqqwd, Slip-on crnd Socket-Welding Fltrnges
Sizes DN 250 and smaller tl lnm- 0
Sizes D N 300 and larger t 2 111111- 0
IS 13159 (Part 1) : 1993
9.9.2 Counterbore, Threaded Flanges
Sizes DN 250 aud smaller tl mm- 0
Sizes DN 300 and larger t2 111111- 0
9.10 Drilling and Facing Tolerances
9.10.1 Belt Circle Ditrmeter, 2 nm.
9.10.2 Centre-to-Cenrre of Adjucenl Bold CircleHoles, 0.8 timi.
9.11 Eccentricity
Betweeu bolt circle diameter aud macbiued facingdiameters:
Sizes DN 65 and smaller 1 mmSizes DN 80 aud larger 2 mm
10 Test
10.1 Flanged Fitting Testing
Each flauged fitting shall be given a hydrostaticshell test as specified in 10.3.
10.2 Flalige Testing
Flauges are uot required to be hydrostaticallytested. Flanged joints may be subjected to systemhydrostatic tests at pressures no less than 1.5 timesthe 38’C rating rounded off to the next higher 1 barincrement. Test pressures are showu in Table 2.5.
10.3 Hydrostatic Shell Test
The hydrostatic shell test pressure for flanged fit-tings shall be no less tbau 1.5 times the 3X°C ratingrounded off to the next higbe.r 1 bar increment. Testpressures are shwon iu Table 25.
10.4 The test shall be made with water, which maycontain a corrosion inhibitor, with kerosene, orwith another suitable fluid provided its viscosity isuo greater thau that of water, at a test temperatureuot above 52’C.
10.5 The test duration shall be a minimum of Imiuute for fittiugs DN 50 aud smaller, 2 minutesfor fittings DN 65 - 200 and 3 minutes for fittingsDN 250 and larger.
10.6 No visible leakage is permitted through thepressure boundary wall.
45
IS 13159 (Part 1) : 1993
Table 25 Hydrostatic Test Pressures
( Cluuses 10.2 and 10.3 )
Mnt-eridGro-UPNO.
(1)
1.1
1.2
1.3
1.4
1.5
1.7
1.9
1.10
1.13
1.14
2.1
2.2
2.3
2.4
2.5
2.6
2.7
Shell Test Pressures bv Class -All Pressu& are Ga
F T PN68l
Class 400 ipsi
(7)
1500
1500
1400
1250
1400
1500
1500
1500
1500
1500
1450
1450
1200
1450
1450
1350
1350
rPN20/
Class 1.50
PNSO/
Class 300
PN 420 IPN 250 I
Class 1500
PN lOO/
Class 600
PN 150 /
Class 900 class25ocl
bar- -(2)
30
30
28
25
28
30
30
30
30
30
29
29
24
29
29
27
27
psi
(3)
450
4.50
.400
375
400
450
450
450
450
450
425
425
350
425
425
400
400
bar
(4)
78
78
72
64
72
78
78
78
78
78
15
75
63
75
75
70
70
psi
(5)
1125
1125
1050
950
1050
1125
1125
1125
1125
1115
1100
1100
900
1100
1100
1025
1025
bar
(8)
154
156
144
128
144
156
156
156
156
156
149
149
125
149
149
140
140
psi
(9)
2225
2250
2100
1875
2100
2250
2250
2250
2250
2250
2175
2175
1800
2175
2175
2025
2025
bar
(10)
230
233
216
192
216
233
233
233
233
233
224
224
187
224
224
209
209
psi
(11)
3350
3375
3150
2775
3150
3375
3375
3375
3375
3375
3250
3250
2700
3250
3250
3025
3025
bar
(12)
383
388
360
320
360
388
388
388
388
388
373
373
311
373
373
348
348
psi
(13)
5575
5625
5225
4650
5225
5625
5625
5625
5625
5625
5400
5400
4500
5400
5400
5050
5050
bar
(14)
639
647
599
532
599
647
647
647
647
647
621
621
517
621
621
580
580
psi
(15)
9275
9375
8700
7725
8700
9375
9375
9375
9375
9375
9000
9000
7500
9000
9000
8400
8400
bar
(6)104
104
96
86
96
104
104
104
104
104
100
100
83.
100
100
93
93
NOTE -These pressures are subject to the limitations of 10.
46
ANNEX A(Foreword )
IS 13159 (Part 1) : 1993
DIMENSIONS OF SEAMLESS AND WELDED STEEL PIPE
Nominal Pipe Size Outside Diameter
DN ’ (NPS)
13 ’ (l/s)6 (94)
20 C/4)
15 (‘h)
20 (74)
25 (1)
(32) (1’14)
40 (I’/*)
50 (2)
6.5 @l/2)
SO (3)
(90) (3’/*)100 (4)
(125) (5)190 (6)200 (8)250 (10)300 (12)350 (14)400 (16)450 (18)500 (20)55’, (22)600 (24)650 (26)700 (28)750 (30)800 (32)850 (34)900 (36)
T
2
10.3
13.7
17.1
21.3
26.7
33.4
42.2
48.3
60.3
73.0
88.9
101.6
114.3
141.3
168.3
219.1
273.0
323.9
355.6
406.4
457.0
508.0
599.0
610.0
660.0
711.0
762.0
813.0
864.0I 914.0
All dimensions in millimetres
Schedule Schedule5s 10s
3-
-
-
1.65
1.65
1.65
1.65
1.65
1.65
2.11
2.11
2.11
2.11
2.77
2.77
2.77
3.40
3.96
3.96
4.19
4.19
4.78
4.78
5.54
41.24
1.65
1.65
2.11
2.11
2.77
2.77
2.77
2.77
3.05
3.05
3.05
3.05
3.40
3.40
3.76
4.19
4.57
4.78
4.78
4.78
5.54
5.54
6.35- -
- -
6.35 7.92- -
- -
- -
Nomi I Wall Th kness
Schedule Schedule Schedule10 20 30
5-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
6.35
6.35
6.35
6.35
6.35
6.35
7.92
7.92
7.92
7.92
7.92
7.92- -
6-
-
-
-
-
-
-
-
-
-
-
-
-
-
I-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
6.35
6.35
635
7.92
7.92
7.92
9.52
9.52
9.52
li.70
12.70
12.70
12.70
12.70
12.70
-
7.04
7.80
8.38
9.52
9.52
11.13
12.70
12.70
14.27-
15.88
15.88
15.88
15.88
15.88
Schedule Standard40s wall
8
1.73
2.24
2.31
2.71
2.87
3.38
3.56
3.68
3.91
5.16
5.49
5.74
6.02
6.55
7.11
8.18
9.27
9.52-
-
-
-
-
-
-
-
-
-
-
-
9
1.73
2.24
2.31
2.77
2.87
3.38
2.56
3.68
3.91
5.16
5.49
5.74
6.02
6.55
7.11
8.18
9.27
9.52
9.52
9.52
9.52”
9.52”
9.521)
9.521’
9.52”
9.52”
9.52”
9.52’)
9.52”
9.52”
47
IS 13159 (Part 1) : 1993
ANNEX A ( Concluded )
All dimensions in millimetres.
:hedule Schedule Schedule Extra40 60 80s Strong
10
1.73
2.24
2.31
2.77
2.87
3.38
3.56
3.68
3.91
5.16
5.49
5.74
6 . 0 2
6.55
7.11
8.18
9.27
10.31
11.13
12.70
14.27
15.09
15.88
17.48
11 14 15 16 17 18 19- 2.41 - - - - -
- 3.02 - - - - -
I- 3.20 - - - - -
- 3.73 - - - 4.78 7.47 ‘1- 3.91 - - - 5.56 7.82 ‘J- 4.55 - - - 6.35 9.09”- 4.85 - - - 6.35 9.70’ ’- 5.08 - - - 7.14 10.16”- 5.54 - - - 8.74 11.07”- 7.01 - - - 9.52 14.02”- 7.62 - - - 11.13 15.24”
8.08 - - - - -
12
2.41
3.02
3.20
3.73
3.91
4.55
4.85
5.08
5.54
7.01
7.62
8.08
8.56
9.52
10.97
12.70 ,
12.70
12.70-
- 8.56 - 11.13 - 13.49 17.12’)- 9.52 - 12.70 - 15.88 19.05’)- 10.97 - 14.27 - 18.26 21.95’)
10.31 12.70 15.09 18.26 20.62 23.01 22.221)
12.70 15.09 18.26 21.44 25.40 28.58 25.40
14.27 17.47 21.44 25.40 28.58 33.34 25.40
15.09 19.05 23.82 27.79. 31.75 35.71 -
16.64 21.44 26.19 30.96 36.52 40.49 -
19.05 23.82 29.36 34.92 39.69 45.24 -
20.62 26.19 32.54 38.10 44.45 50.01 -
22..22 28.58 34.92 41.28 47.62 53.98 -
24.61 30.96 38.89 46.02 52.39 59.54 -
-
-
-.
17.48
17.48
19.05
13
2.41
3.02
3.20
3.73
3.91
4.55
4.85
5.08
5.54
7.01
7.62
8.08
8.56
9.52
10.97
12.70
12.70
12.701)
12.70’)
12.70
12.7o’J
12.70
12.70
12.70’)
12.70
12.70
12.70
12.70
12.70
12.70
- - - - - - -
-.
-
-
-
-
-
-
-
-
-
-
- - - - - - -
- - - - - - -
,- - - - - - -
- - - - - - -
- - - - - - -_ _ _
Schedule80
Schedule100
Schedule120
Schedule140
Schedule160
DoubleExtra
Strong
NOTES1 Except these Standard, Extra Strong and Double Extra Strong wall thickness have pipe of corresponding wall
thickness listed under one of the schedule numbers.2 The tolerance on outside diameter and wall thickness shall be in accordance with the relevant Indian Standards.3 Schedule 5S, lOS, 40s. and 80s apply to austenitic chromium-nickel steel pipe only.4 The use of sizes in paranthesis should be avoided: these sizes will be deleted in future editions.
48
IS 13159 (Part 1) : 1993
ANNEXB( Clause 1)
Table B-l Rating Ceiling Values
(Metric Units)
Temperatureio°C
PN 20
-29 To 38 20.0
50 19.5
l o o 17.7
150 15.8
200 14.0
250 12.1
300 10.2
350 8.4
375 7.4
/
450 4.7
475 3.7
500 2.8
525 1.9
550 1.3’)
575 -
600 -
625 -
650 -
Gage Working Pressure in bar by Rating Number
PN 50 PN 68 PN 100 PN 150 PN 250
51.7 69.0 103.4 155.2 258.6
51.7 69.0 103.4 155.2 258.6
51.5 68.7 103.1 154.6 257.7
50.2 66.9 100.4 150.6 251.0
48.8 65 .O 97.6 146.4 243.9
46.3 61.8 92.7 139.0 231.7
42.4 56.6 84.9 127.3 212.1
40.2 53.6 80.5 120.7 201.2
38.8 51.7 76.6 116.4 194.0
36.6 48.8 73.2 109.8 182.9
35.1 46.8 70.2 105.3 175.5
33.8 45.1 67.6 101.4 169.0
31.7 42.2 63.3 95.0 158.3
28.2 37.6 56.4 84.6 141.0
25.8 34.4 51.6 77.4 129.0
25.0 33.3 49.9 74.9 124.8
24.1 32.1 48.2 72.3 120.5
21.4 28.6 42.9 64.3 107.2
18.3 24.3 36.5 54.8 91.3
14.1 18.8 28.2 42,4 70.6
12.6 16.8 25.3 37.9 63.2
9.9 13.3 19.9 29.8 49.7
7.7 10.3 15.4 23.1 38.5
5.9 7.8 11 .o 17.6 29.4
4.6 6.1 9.1 13.7 22.8
3.5 4.7 7.0 10.5 17.5
PN 420
43 1 .o
431.0
429.5
418.3
406.6
386.1
353.5
335.3
323.4
304.9
292.5
281.7
263.8
235.1
214.9
208.0
200.8
178.6
152.1
117.7
105.3
82.9
64.2
49.0
38.0
29.2
‘)This rating is at 540°C maximum service temperature.
49
As in the Original Standard, this Page is Intentionally Left Blank
Is 13139 (Part 1) : 1993Table D-2 PN20 Pressure -Temperature Rstlnp
Cap pnuurn h bu
7.4
63
5.6
; 4.1
3.1
2.8
1.9
13
.,I I
f@*Iinl l.1 1.2 I.? . 1.4 1.5 1.7 1.9 1.10 1.13 1.14 2.1 27. 23 24 25 zp 2.7 3.1 I 2 3.4 3.5 3.6 3.1 3.8
CmP
Ni INi NiA- hl.lerhl
cm?
C ‘ll Cr t 2’1. 5 Cr- 9 Cr- TYPO TYPO T,z
TYPO Types TYPO TYPO Ct Nirtcl N i‘12 MO VI Mo 304 316 347 Fe Alloy C” 0 Fe Mo
Ni- ‘1, Cr C,- I/z Mo 1 MO 32, Ma Afby, F e Cr AlbyCr ‘12 MO 348 309 310 C” Mo4al Alloy AlloyMo 1Mo T
3%.
cb 4016cm
-P200 I
PO0 IB?
I I t I-29 f. 38 19.6 20.0 18.4 163 18.4 20.0 IV.0 19.0 15.9 19.0 19.0 17.8 l5.a PJ IS.0
t
10.0 20.0
5a 1 19.2 15.3 la.4 la.5 17.4 15.6 9.5 15.4 la.7 I9519.2 18.4 1a.fl
17.7 15.7 16.2 13.2 15.P 16.7 L5.P 14.6 v.5 13.8 173
15.8 13.9 L4.8 12.0 14.4 15.5 15.0 13.8 P.5 12.9
12.6 13.7 11.0 132 14.0 P.5 12.6
11.7 12.1 10.2 12.1 w 11.9
10.2 9.7 to.2
a.4 a.4 a.4
7.4 7.4 7.4
63 6.5 6.5
5.6 5.6 5.6
4.1 4.1 4.1
3.7 3.7
2.8
1.0
13
1 7 71
15.8
14.0
12.1
1 0 2
a.4
7.4
6.5
5.6
475
503I325
540
Is 13159 (Part I ) : 1993TabkB-3 PNSOPrw~ursTem~rah~rmRat~~
,.__ ____:._- I_.__
hl.(rti#l 1.1 1.2 1.3 1.4 &5 1.7 1.9 1.10 l.13 I.14 21 2.2 2.3 2 4 2S 2 6 27 3.1 3.2 3.4 II 3.6 3.7 3.8 M.&+&lC-v .,
=-?
C ‘h ct/,G
P/c 5 c-z- 90. Typo Typ” ;rL Type Typsr Type T y p e Cr.Fs- Nnckrl Ni-Cu N i - C r - Ni-Ct. Ni-Mo Nickeltn Mo Cr. 3&l 316
‘hMa N i - C rMo-
‘hM0 lM0Alby Albyr Fc Fe Alby Alby*
chrbon stsc, ,nMa 1Ma 321 347 3w 310 cu.c-b 4m Alloy Allay M
I IMO I I I 20.Cb zm 40s 600 800TYPC 34.9316L
s7s
6co
625
650
67S
700
725
750
775
&XI
Jl.1
JO.1
46 4
45.2
43.8
41.7
38.7
37.0
36.5
343
28.8
20.0
51.7 47.9 423 47.9 Sl.7 S1.7 $1.7 51.7
51.7 47.3 41.7 47 6 Sl.7 s1.1 51.2 31.7
51.5 45.1 38.6 46.6 513 48.8 49.0 515
SO.2 44.0 37.7 45.0 so.2 46.4 46.6 so.2
48.8 42.1 36.6 44.2 488 45.3 44.8 48.8
46.3 40.6 34.7 43.1 46.3 44,s 442 46.3
42.4 37.7 323 42.0 42.4
40.2 360 30.9 40.2
38.8 35.3 30.9 38.8
34,s 32.4 303 36.6
28.8 21.3 25.8 35.1 34.: 3J.1
20.0 19.a 19.6 33.8 M.9 33.8
135 31.7 25.9 31.7
+a 24.1 27.1 27.8 20.3 27.5
5.2 15.0 la.8 20.3 2L.9 15.4 22.6
33” 10.7” 13.9 12.8 16.4 11.7 17.0
12.4 a.5 11.7 a.8 11.2
5.9 7.6 6.5 7.2.3.4 6.6 4.5 5.0
2.3 3.7 3.0 35
49.6. 49.6
47.8 48.1
40.9 42.2
36.3 38.5
32.a 3s.7
30.5 33.4
29.1 31.6
28.1 30.4
27.8 29.7
27.S 29.1
27.2 28.7
26.9 28.1
26.6 27.4
26.1 26.8
23.9 25.8
21.8 25.0
20.1 24.1
16.7 21.4
13.1 la.3
10.5 14.1
7 8 12.6
6 0 9 9
4.6 7 7 .
3.7 S.9
2.a 4.6
?.I 3.5
41.4 49.6 49.6 46.3
40.0 48.0 48.4 45.3
34.5 41-S 43 s 41.4
31.2 375 40.5 39.2
28.7 34.4 38.4 36.9
26.7 32.1 36.2 35.1
25.2 305 34.4 13.4
24.0 293 32.9 32.0
23.6
23.2
22.7
22.3
28.9
28.6
283
282
28.0
27.8
2S.a
25.0
22.8
19.8
IS.6
125
9.8
1.7
6.2
4.a
3.a
JO
32.2
31.8
315
30.8
30.0
27.8
25.8
24.1
21.4
17.8
11.6
a.7
6.7
J.3
4 0
32
2.6
31.4
30.8
300
29.4
28.8 .27.8
25.4 2S.a
21.8 23.6
la.5 22.0
14.5 19.4
11.4 16.6
a.0 14.1
7.0 11.3
s.7 a.7
4.4 6.2
3.4 14
S1.7 38
Sl.7 S O
S15 Lo3
SO.2 150
4a.a 2m
46.3 2SO
42.4 M
102 350
38.8 37s
4m
421
4%
475
Scn
s25
550
S75
603
623
67s
7m
72S
7JO
77s
$I)
rrp
475
5w
52
55”
575
Km
a5
65cJ
15.1
a.7
36.7
30.1
216
15.0’
9x5
6.6
4.6
35.8
35.4
34.7
,I.8
29 1
26 8
12.3
17.1
14.0
37.1
36.5
,5.8
,4 4
J, 3
,?.I
28.6
24.3
18.8
-
,O?
38.4
37.L
-.
1.
5
T
I II
:
!i
I-
Table B-6 PN 150 Pnssure - Temperature Rating
I1.3 1.4 1.5 1 . 7 ’ 1.9 1.10 1.13 1.14 2.1 2.2 2.3 2.4 2.5 2.6 2.7 1 3.1 3.2
II
I 2% G S G- 9 Cr- Type TYPS TYPC Type ’ TYP= Type TYPO Cr Fe1 Y4 Cr 1M.Z ‘h Mo IMo 304 310 304L 321 347 m 310 M0‘12 Mo TYpe 348 C”
316L Cb?OCb
t-t !- i
3.4
Nickel Ni Cu
t
Alloy Alloys2M 400
40s
Ni G Ni Fc
FC GAlloy Allay600 800
.6 148.9I I 148.9
,435 144.4
148.9 148.9 139.0
143.9 145.1 136.0
1245 1M.4 124.2
112.5 I215 117.5
103.1 1153 110.6
96.2 108.6 1053
91.6 lm3 1003
88.0 98.7 95.9
86.8 96.6 94.1
85.9 95.3 92.3
85.4 94.4 XI.0
84.6 92.3 88.2
84.0 I 90.0 I 86.4
83.4 83.4 83.4 ,
124.1
122.2
114.4
108.1
74.5
74.5
124.1
120.9
108.2
1m.7
99.0
98.4
98.3
98.3
98.3
96.7
149.0
146.1
138.2
132.0
1275
123.4
119.8
1163
1145
155.2
155.2
154.6
150.6
146.4
139.0
1273
120.7
116.4
143.6 15s.2 155.2 155.2 155.1
142.9 155.2 153.4 153.6 155.1
139.8 154.6 1463 147.1 154.6
134.9 150.6 139.1 139.9 150.6
132.6 146.4 136.4 1345 146.4
129.2 139.0 133.4 132.7 139.0
126.1 1273
120.7
I 116.4
149.0
1463
136.1
129.0
5 0
Irn
150
?W
250
3w
350
375
400
425
450
475
5w
575
550
575
64m
625
650
615
700
725
750
?75
8co
I 1502 I 1552
139.1 lSJ.6
135.7 150.6
131.5 146.4
1252 139.0
116.2 1273
110.9 120.7
109.4 116.4
1m.5 lM5
1 86.3 86.3
60.1I-- 60.1
40.6
I26.4
141.9 125.2
135.3 115.8
131.9 113.1
128.0 lq9.7
121.8 104.1
113.1 96.9
107.9 92.8
105.9 92.6
97.2 90.9
81.9 77.4
59.4 58.7
126.6 74.5
74.5109.0 1155
98.3 107.0
91.6 loo.2-
87.2 94.9_
84.2 91.3
83.3 89.1
82.4 87.3
81.5 86.0
80.6 84.2
79.7 82.1
18.2 80.5
71.6 77.4
65.4 74.9
M1.2 72.3
50.1 64.3
39.2 54.8
31.6 42.4
23.3 37.9
17.9 29.8
13.9 23.1
74.5
74.5
1245
1205
119.074.5
,17.4--I-115.7
109.8109.8
1053 *ms 1053
lOI. 92.7 101.4
95.0 77.7 95.0
’72.4 81.2 83.4 60.8 82.5
45.1 56.4 60.8 65.8 46.3 67.8
32.1 41.8 38.3 49.1 35.0 50.9
37.3 25.5 35.1 26.4 33.7
95.0 1053
L 74.9 74.9 65.5 70.8
68.4 72.3 55.5 65.9
59.4 64.3 4 3 5 58.1 1 I47.4 49.9
37.4 42.2
29.5 33.9 I
I I I
26.2
18.5
13.1
9 4
6.6
23.0 20.2 17.0
18.0 15.8 13.2
14.0 12.1 10.2
11.3 9 5 7.7
9.1 7.5 5.8
11.0 17.6
6 4 13.7
6.2 10.5
IS 13159 (Part 1) : 1993Table 0.7 PN 250 Pressure -Temperature Rating
age prasrues in bar
3.1
G-FeML?C”cb
20 Ch
206.9
203.6
190.6
180.2
3.2 3.4
Nickel NiC”
Alloys‘ml405
124.1
124.1
124.1
124.1
124.1
124.1
124.1
206.9
2015
180.4
167.8
164.Q
164.0
163.8
163.8
168.8
161.2
1583
3.6
Ni N iCr FCFe Cr
Alloy AHOY&xl 8W
2483 2483 258.6
243.4 243.9 258.6
2303 226.R 257.7
22O.fl 215.0 251.0
2125 207.6 243.9
205.7 2M.8 231.7
199.6 198.3 212.1
193.9 lQ5.7 201.2
190.8 lQ2.Q 194.0
2.1 2.2 2.3 2.4 2.5
- -
TYPO321
TYPO347348
1.6 2.7
-!-TYP. TYPO300 310
I.1 / 1.2 j 1.3 / 1.4 I.5
258.6 258.6
256.0 258.6
245.2 257.7
233.2 251.0
224.2 243.9
221.1 231.7
TYPO304
Type316
248.2
240.6
211.0
Type3 M L
Type316,.
4Mo
258.6
258.6
257.7
251.0
243.9
231.7
212.1
201.2
L94.0
1725
143.8
1M.2
67.7
44.0
25.9
16.3’)
-239.4
236.5
2255
219.8
213.4
2cn.R
1885
179.8
176.6
162.0
1365
99.0-
212.7
208.6
193.1
188.6
182.8
173.6
1615
154.6
1543
151.5
128.9
97.9
255.3
250.4
23, 9
226.1
219.1
208.6
193.7
l&2.8
182.3
1725
143.8
100.2
239.4
238.2
233.0
224.8
221.0
215.4
210.1
248.2
239.2
204.4
181.7
163.8
152.7
1453
140.3
138.8
1373
135.8
1343
132.8
133
119.4
109.1
1M.4
83.6
65.4
52.6
38.8
29.9
23.1
18.3
14.0
103
206.8
Ii.8
172.4
156.1
143.5
133.5
126.2
120.2
I18.0
115.8
113.5
1113-
249.2 248.2
239.9 241.9
2075 2173
1875 2025
171.9 192.1
1603 181.0
152.7 172.2
145.7 1645
144.6 161.0
143.1 158.8
142.4 1573
141.0 153.8
140.1 150.0
139.0 139.0’
129.0 129.0
124.8 124.8
113.9 120.5
99.0 107.2
7v.o 89.0
62.4 57.9
49.2 43.3
38.4 33.7
31.0 26.4
24 0 20.1
18.8 15.8
IS.2 13.1
231.6
226.6
207.1
195.9
184.7
175.5
167.2
159.8
156.8
153.6
150.0
147.0
144.0
139.0
-29m38
50
100
150
2w
250
300
350
375
400
425
450
475
5rQ
525
5.50
575
6m
625
650
675
7co
725
750
775
8M)
- 29 lo 38
50
Irn
150
zcrl
250
300
350
375
4cm
42.5
450
475
503
525
550
575
m
625
6SQ
675
700
725
750
775
8,O
NOTES
178.4
166.9.
158.1
152.1
14.35
145.6
143 3
140.4
136.8
134.1
129.0
124.8
1205
107.2
91.3
70.6
63.2
4Q.7
38.5
29.4
22.8
175
212.1
201.2
194.0
182.9 162.9
1755
-1725
1545
1295
1013
77.1
58.4
44.i
32.6
22.5
ls.o-
-1755
169.0
1583
1375
113.0
84.9
56.2
35.9
24.9
17.4
1755
169.0
158.3
1 3 9 . 0
1013 109.6
63.8 81.8
42.5 58.5
29.4 38.2
lb.9 33.2
11.6 18.3
126.9 129.0
109.1 118.092.4 109.972.6 96.8
57.1 83.1
40.0 70.3
34.9 56.5
28.3 43.6
21.9 30.9
17.1 21.9
12.8 15.7
9 6 10.9
56
Table R-8 PN 420 Pressqre -Temperature RatlngaG.gr prruure, in bar
IS 13159 (Pm-t 1) : 1993
r MsfcrialGr”“p
.7 / 1.9 ( 1.10 / I.13 ( 1.14 ( 2 . 6
TYPC
i
309
3 . 1 3 . 2 3 . 4
Cr Fe
t---t
Nicke l N iM u A l l o y CUC” 200 Al layscb 4w
20 CI, 405
2 . 1
Type3 1 0
9 Cr-1 Mo
rw304
(‘rrlwn
c-29,0,8
5 0
100
150
425.5 431 0 Y48.9
4 1 7 . 3 43, .o 394.2
386 .5 429 5 375 .9
316 9 4I8.3 366 .3
3652 406 .6 355 .6
, 4 1 1 366 . 1 338 2
322 .8 353 .5 3 1 4 . 2
3OXSI 335 .3 2 9 9 . 1
303.9 3 2 3 . 4 294 .3
287 .5 287 .5 27U.O
?3V 6 23” 6 221 .5
166 .V 1 6 6 . 9 165 0
354 6 399.0 431 .0 43l.O 431 .o 430.9 413.6
3 4 1 . 7 397 . 1 431 .0 426.2 426.1 430.9 39x 6
321.3 388.3 4 2 9 5 406.4 408.7 429.5 340.7
3 1 4 . 3 374.6 418.3 386.4 388.6 4183 302 s
301.7 36X3 406 .6 379." 3 1 3 . 1 406.6 273.0
x0.3 359.0 3 1 0 . 6 368 .5 386.1 25.15
269 . 1 350.2 3 5 3 5 242.1
2 5 1 . 7
j 257 .2 / 3 2 3 . 4 / 2 3 1 . 3
1 413.6 413.6
39-9.8
345.9
312.5
28615
261.2
2545
2445
241.0
23X.6
231.3
2Y.V
2335
231.6
214.9
208.0
189.9
165.1
131.6
104.0
x1.9
64 0
51.6
40.0
31.3
I5 2
386.1
377.7
345.1
326.5
307.9
292.6
218.7
266.3
261.3
256.3
250.1
245.0
240.1
231.6
3448 413.8 413,s 431."
335.9 405.1 406.5 4310
3W.6 383.9 378.0 429.5
279.7 366.6 358.3 418.3
214.9 354.2 34J.9 406.6
273.3 34?.9 3346 386.1
273.0 332.7 330.4 3535
273.0 323.2 326.2 335.3
273.0 318.0 321.5 323.4
-29ta 38
50
150
2SO
3w
350
375
4Kl
425
450
475
525
55U
5 7 5
fm
623
650
675
344.6i
333 .o
287 .4
I 2m.2239 . 1
2 2 2 5
210 .4
200 .4
I%.71P2.9
189.2
185.5
413.6
403.2
362.2
3375
320.2
301.7
287.0
274.2
268.4
2641
262.2
256.3
250.1
231.6
214.9
208.9
2W.8
178.6
,483
96.5
72.1
5b.l
43.9
33.5
2b.4
21.9
401.0
351.7i 3209 ~
2973278.2
263 6
253.8
200
250
3cQ
350
375
JW
425
4x1
4 1 5
525
550
5 7 5
MYI
c5
650
2 4 7 5
242 .6
238 9
2 3 4 . ”
2x.0
223 .6
-I 2289
226.4
?68.7 304.9
263.8 ?oLS
252.5 304.9
214.9 292.5 1 3 7 . 5
257 .6
215.8
168.9
1285
91.3
73.4
54.4
292.5
281.1
263.Y
229.1
188.3
141.5
93.6
59,s
-I---163.2 2 8 1 . 7I
223.9
I 22’.4112.9
73 .3iI43.2
27.2"
263.8
200.6 2254 231.6
125.4 156.6 168.9 182.7
89.2" 116.1 106.4 136.4
103.7 70.8 97.5
49.0 63.6
117.2
199.0
1BL.d
1613
I I214.9 2115 214.9
181.8 196.7
154.J 1 8 3 . 1
221.0 161.3
95.2 138.6
66.1 117.2CS.2 94.4
41.136.6 j ::‘I28.4 1 36.5
2oa.o
2w.s
118.6
152.1
117.71053
x2.9
64.11490 /38.0
64.6
49.8
j 38.5
/ 304I 13.3
! 171?I.4 ! 26.1lb.,, / IaL
57
As in the Original Standard, this Page is Intentionally Left Blank
IS 13159 (Part 1) : 1993
ANNEX C( Clause 7.5 )
SPOT FACING DIAMETERS
All dimensions in millimetres.
Bolt Size
M 14
M - 18
M - 20
M - 24
M -21
M - 30
M - 33
M 36
M -39
M - 42
M- 45
M - 48
M 52
.M 5 6
M-64
M 12M - 76
M - 90
Maximum
30
36
41
47
54
59
64
70
76
82
87
92
98
109
122
133
144
166
Spot Face Diameters
Minimum
29
35
40
46
52
51
62
68
73
80
84
89
96
107
118
129
140
162
NOTE -The spot facing shall not reduce the flange thickness below that required in the respective standards.
59
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