Asme B16.39-1998
Asme B16.39-1998
Asme B16.39-1998
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A N
A M E R I C A N A T I O N A S
L T A N D A R D
MALLEABLE IRON
THREADED PIPE UNIONS
Classes 150,250, and 300
ASME B16.3N-1NU8
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Copyright O 1998 by
THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS
All Rights Reserved
Printed in U.S.A.
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S T D - A S M E B L b - 3 7 - E N G L L798
0 7 5 7 b 7 0 Ob08227
58b
FOREWORD
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In 1921, the American Engineering Standards Committee, later the American Standards
Association (ASA), now the AmericanNational Standards Institute (ANSI), authorized the
organization of a Sectional Committee on the Standardization of Pipe Flanges and Flanged
Fittings, with
the
following organizations as joint sponsors: Heating, Piping, andAir
Conditioning Contractors National Association, later the Mechanical Contractors Association
of America (MCAA); Manufacturers Standardization Society of the Valve and Fittings
Industry (MSS); andtheAmerican
Society of Mechanical Engineers (ASME).
Threaded fittings were added to the scope of the BI6 Committee, and Subcommittee No.
2 (now Subcommittee B) wasmade
responsible for threaded fittings other than steel.
Standards for cast and malleable iron fittings were approved byASA as early as 1927.
For many years, theneed for standardization of threaded malleable ironunionswasmet
by Federal Specifications (published by the General Services Administration) and other
documents published by the Association of American Railroads (AAR) and the Underwriters
Laboratories (UL). As these standards continued to diverge, however, manufacturers concluded
that a common practice would be desirable. Accordingly, beginning in 1967, MSS developed
a standard practice embodying features of the existing standards and published it as MSS
SP-76-1970.
During the next few years, ANSI recognition of the AAR and UL standards was withdrawn
in favor of SP-76, and in 1975 MSS submitted its standards to Subcommittee B of American
National Standards Committee B16 for consideration as an AmericanNational Standard.
After several modifications and the addition of metric equivalents, the Standard was approved
by the Committee, cosecretariat organizations, and ANSI. Itwasthen
published withthe
designation ANSI B16.39-1977.
In 1982American National Standards Committee B16was reorganized as an ASME
Committee operating under procedures accredited by ANSI. The 1986 edition of B16.39
updatedthereferenced standards and specifications, established U.S. customary units as the
standard, and provided for electrodeposition as an alternative to hot dipping for any application
of zinc coating. Following approval by the Standards Committee and ASME, approval as
an AmericanNational Standard was given by ANSIon December 31, 1986, with the new
designation ASME/ANSI B 16.39-1986.
In the 1998 edition of ASME B16.39, reference standards are updated, a quality system
programannexis
added, and several editorial revisions are made. Following approval by
ASME BI6 Subcommittee B and the B16 Main Committee, ANSI approved this American
National Standard onNovember 20, 1998.
Requests for interpretation or suggestions for revision should be sent tothe Secretary,
B 16 Committee, The American Society of Mechanical Engineers, Three Park Avenue, New
York, NY 10016-5990.
...
111
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OFFICERS
W. N. McLean, Chair
H. R. Sonderegger. Vice Chair
P. A. Reddington, Secretary
COMMITTEE PERSONNEL
R. W. Barnes, Anric Enterprises, Etobicoke, Ontario, Canada
R. R. Brodin, Fisher Controls International, Inc., Marshalltown, Iowa
M. A. Clark, Nibco, Inc., Elkhart, Indiana
A. Cohen, A. Cohen and Associates, Albuquerque, New Mexico
C. E. Floren, Mueller Co., Decatur, Illinois
D. R. Frikken. Solutia, Inc., St. Louis, Missouri
R. Henrich, Minnegasco, Inc., Golden Valley, Minnesota
J. C. Inch, Mueller Refrigeration Products Co., Hartsville, Tennessee
G. A. Jolly, Vogt Valve Co., Louisville, Kentucky
W. G. Knecht, BW/IP International, Inc.. Williamsport, Pennsylvania
R. Koester, The William Powell Co.. Cincinnati, Ohio
W. N. McLean, Newco Valves, Palos Park, Illinois
M. L. Nayyar, Bechtel Power Corp., Gaithersburg, Maryland
P. A. Reddington, American Society of Mechanical Engineers, New York, New York
R. A. Schmidt, Trinity-Ladish Co., Russellville, Arkansas
H. R. Sonderegger, Grinnell Corp., Cranston, Rhode Island
W. M. Stephan, Flexitallic, Inc., Mount Laurel, New Jersey
T. F. Stroud, Ductile Iron Pipe Research Association, Birmingham, Alabama
M. D. Wasicek, ABS Americas, Houston, Texas
R. E. White, Richard E. White and Associates, South Bend, Indiana
D. A. Williams, Southern Company Services, Birmingham, Alabama
L. A. Willis, The Dow Chemical Co., Freeport, Texas
W. R. Worley, Union Carbide Corp., South Charleston, West Virginia
SUBCOMMITTEE B
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CONTENTS
1 Scope ...........................................................................
2 Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
....................................................
3 Pressure-TemperatureRatings
4 Size ............................................................................
5 Marking ........................................................................
6 Materials ........................................................................
7 Joints and Seats .................................................................
8 Threading of PipeEnds ..........................................................
9 Hydrostatic Strength .............................................................
10 Tensile Strength .................................................................
1 1 Air Pressure Test ................................................................
12 Sampling for Air Pressure Test ..................................................
13 Coatings ........................................................................
14 Dimensions .....................................................................
...
111
1
1
1
1
1
1
2
2
2
2
2
2
3
3
Tables
1 Pressure-Temperature Ratings ....................................................
2 Tensile Strength of Unions .......................................................
3 Dimensions of Class 150 Malleable Iron Threaded Unions .........................
4 Dimensions of Class 250 Malleable Iron Threaded Unions .........................
5 Dimensions of Class 300 Malleable Iron Threaded Unions .........................
Mandatory Annex
I
References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Nonmandatory Annexes
A Metric (SI) Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
B Quality System
Program
.........................................................
9
15
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Foreword ..........................................................................
Standards Committee Roster .........................................................
ASME 816.39-1998
1 SCOPE
1 .I General
This Standard for threaded malleable ironunions,
classes 150, 250,and 300, provides requirements for
the following:
(a) design
(6) pressure-temperature ratings
(c) size
(d) marking
( e ) materials
0 joints and seats
(g) threads
( h ) hydrostatic strength
(i) tensile strength
(j) air pressure test
( k ) sampling
(1) coatings
(m) dimensions
3 PRESSURE-TEMPERATURE RATINGS
4 SIZE
1.2 StandardUnits
5 MARKING
Unions shall be marked on the nut with the manufacturer's name or trademarkandnominal pressure class
except on bar stock unions, where marking is impractical. Additional markings permitted by MSS SP-25 may
be used.
6 MATERIALS
1.4 References
Standards and specifications adopted by reference in
this Standard are shown in Annex I, whichispart of
this Standard.
2 DESIGN
The complete union shall consist of a tail or male
part, a head or female part, and a union nut. The type
of joint maybe ball-to-cone, ball-to-ball, or ball-andsocket with metal-to-metal seating surfaces of iron,
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ASME 816.39-1998
TABLE 1 PRESSURE-TEMPERATURE
RATINGS
Pressure, psig
Temperature,
"F
Class
150
Class
250
Class
300
-20 to 150
200
250
300
350
300
265
225
185
150
500
455
405
360
315
600
550
505
460
415
400
450
500
550
110
75
270
225
180
130
370
325
280
230
...
...
Class
150
Class
250
Class
2500
3800
5300
7700
10,600
2500
3800
5300
7700
10,600
4000
10,000
14,000
1
1'/4
15;
15,500
2 1,300
25,800
15,500
2 1,300
25,800
18,000
23,000
28,000
2
25;
3
4
30,000
35,000
40,000
50.000
30,000
35,000
40,000
50.000
40,000
55,000
75,000
110.000
Nominal
Pipe Size
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7 JOINTSAND SEATS
300
6000
8000
Inserts shallbesecuredintothe
ends to become a
permanentpart ofthemwith
no signs of cracking.
Inserted seat rings shall be of sufficient width to allow
ample bearing for the seating ofthemale end.
10 TENSILE STRENGTH
(a) Assembled unions shall be capable of withstanding, without rupture, the ultimate loads shown in Table
2 whentested asdescribed in Sections 1 1 and12.
(b) Tests shall be conducted by attaching threaded
steelbars or tubing to each end of the unionusing
the pipe threadsprovided.Bars
or tubingaretobe
securedin
a tensile testingmachine.Loadshall
be
increased at a uniformrateuntiltheultimateloadis
attained.
8.2 Tolerances
The variation in taper threading shall belimited to
one turnlargeand
one turn small fromthegaging
face of theringandgagingnotchontheplugwhen
usingworking gages.
Whengaginginternalthreads,thenotchshould
be
flushwiththebottomofthe
chamfer, whichshallbe
consideredtheintersection
of the chamfercone and
the pitch cone of the thread. This depth is approximately
equal to one-halfthreadfromtheend
of thehead or
tailpart.
11 AIRPRESSURETEST
Assembled unions selected in accordance with Section
12 shallbetestedwith
air at a minimumpressure of
40 psig (2.8 bar).
12 SAMPLING FORAIRPRESSURETEST
A random sample ofunionsrepresentativeofthe
production lot shall be presented
for testing in accordance with Section 1 1. Theaverage outgoing quality
limit (AOQL) of the established acceptable sampling
plansused shall notexceed2%.
A lot for purposes
of thisStandardisdefined
as thenumber of unions
of the same size, design, and pressure rating submitted
fortesting at any one time.
9 HYDROSTATIC STRENGTH
Assembled unions shall be
capable of withstanding,
withoutrupture or leakagethroughtheshell
or at the
union joint, an internalhydrostaticpressure
of five
times the cold (150"F,66C) pressure rating for 1 min.
2
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ASME 816.39-1998
13 COATINGS
13.1 Malleable Iron Unions
Galvanized unions shall be either hotdipped
in
accordance withASTM A 153 prior to machining or
electroplated in accordance withASTM B 633, Type
1, Service Condition 4, after machining. Hot dipped
coatings shall be a minimum thickness of 0.0034 in.
Electroplating shall be a minimum thickness of 0.001 in.
14 DIMENSIONS
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DED
IRON
MALLEABLE
ASME 616.39-1998
PIPE UNIONS
Head or female
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Alternate
Design
0.32
1.44
1.61
0.36
0.30
?la
1.10
1.26
:
12
3
14
2.03
3.00
4.03
1
1v4
1v2
2
2 72 4.12
3
4
A.
Min.
B,
Min.
1.26
0.21
0.36
0.52
0.61
0.80
0.93
.o0
2.06
1.31
1.55
2.38
c.
Min.
0.
Min.
1.45
1.71
1.72
1.94
0.43
0.50
2.07
2.50
2.82
2.26
2.41
0.58
0.67
0.70
3.41
0.92
4.75
6.00
2.75
3.22
3.50
3.85
0.75
0.98
1.O8
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ASME 816.39-1998
Head or fe
Part
Union nut
C min.
Tail or maleT
Part
B min.
across flats
,
I
Alternate
Design
Nominal
Pipe Size
B.
A.
Min.
Min.
C.
Min.
D.
Min.
"4
0.21
0.30
0.42
0.54
0.74
0.93
1.11
1.26
1.45
1.71
1.26
1.55
1.71
1.81
2.07
0.30
0.43
0.47
0.57
0.64
1
1'/4
15;
0.95
1.27
1.50
2.07
2.57
2.89
2.31
2.62
2.78
0.75
0.84
0.87
2
2'/2
3
4
1.93
2.32
2.90
3.82
3.48
4.15
4.96
6.47
3.13
3.52
3.84
4.39
1.o0
1.17
1.23
1.33
78
'12
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S T D - A S M E BLb.37-ENGL
0757b70 Ob08237 b 5 2
L778
PIPE UNIONS
EABLE
B16.39-1998 ASME
B min.
across flats
Alternate
Design
1.26
0.21
0.30
1.55
1.71
0.42
0.54
2.12
0.74
0.93
1.33
1.50
1.76
2.15
1
1'/4
1'/2
2.31
1.27
2.66
1.50
2.48
3.02
3.28
2
2 Y2
3
4
3.23
3.33
2.32
3.96
4.72
5.37
7.00
'/a
'14
/a
'12
74
0.95
1.93
2.90
3.82
4.47
c.
1.81
2.85
0.30
0.43
0.47
0.57
0.64
0.75
0.84
0.87
1.o0
4.09
6
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0.
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1.17
1.23
1.33
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A.
Min.
Nominal
Min.
PipeMin.
Size Min.
ASME 616.39-1998
ANNEX I
REFERENCES
(This Annex is part of ASME 816.39-1998.)
IS0 9000-1:1994,Quality
management and quality
assurance standards - Part 1: Guidelines for selection
anduse
IS0 9000-2: 1997, Quality management and quality
assurance standards - Part 2: Generic guidelines
for the application of IS0 9001, IS0 9002, and
IS0 9003
IS0 9000-3: 1991, Quality management and quality
assurance standards - Part 3: Guidelines for the
application of IS0 9001 to the development, supply,
and maintenance of software
IS0 9001: 1994, Quality systems - Model for quality
assurance in design, development, production, installation, and servicing
IS0 9002: 1994, Quality systems - Model for quality
assurance in production and servicing
IS0 9003: 1994, Quality systems - Model for quality
assurance in final inspection and test
Publisher: International Organization for Standardization, 1 me de Varemb, Case postale 56, CH-1 121
Genve 20, SwitzerlandSuisse
7
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ANNEX A
METRIC (SI) TABLES
(This Annex is a nonmandatory part of ASME 816.39-1998 and is included for informational purposes only.)
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TABLE A l
PRESSURE-TEMPERATURE
RATINGS
Pressure, bar
Temperature,
"C
Class 150
Unions
Class 250
unions
Class 300
Unions
-29 to 66
1O0
125
150
20.7
17.5
15.2
12.9
34.5
30.6
27.7
24.8
41.4
37.5
34.6
31.7
175
200
225
232
10.6
8:2
5.9
5.2
22.0
19.1
16.2
28.9
26.0
23.1
13.4
10.5
9.0
20.3
17.4
15.9
2 50
275
288
...
...
GENERAL NOTES:
(a) 1 bar = 14.5 Dsi = 100 kPa
"F - 32
(b) "C = 1.8
17.8
26.7
11.1 '18
16.9 Y4
177.9
222.4
Class 300
23.6
Y4
1
1'14
1'12
80.1 68.9
94.7
114.8
68.9
94.7
114.8
102.3
124.5
133.4
177.9
177.9
222.4
333.6
489.3
18
133.4
Class 250
11.1
16.9
35.623.6
34.2
47.1
44.5
62.3
Class 150
34.2
47.1
72
2
244.6 2 '/2
3
4
155.7
155.7
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Nominal
Pipe Size
Head or fel
Part
Union nut
Tail or male y
part
6 min.
across flats
Alternate
Design
A,
Min. Min.
5.5
9.0
13.0
15.5
20.5
'18
'14
"*
5;
"4
1
1
1'/2
v4
70.0
86.5
51.5
2
2
82.0
3
4
98.0
'/*
27.5
52.5
25.5
33.5
71.5 39.5
104.5
120.5
152.5
60.5
76.0
102.5
B.
C.
Min.
D,
Min.
23.5
28.0
32.0
37.0
43.5
32.0
36.5
41.O
43.5
49.5
7.5
8.0
9.0
11.0
12.5
52.5
63.5
17.0
14.5
57.5
61.O
18.0
89.0
23.5
25.0
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Head or female
Alternate
Design
Nominal
Pipe Size
A.
Min.
B.
Min.
C.
Min.
0,
Min.
23.5
28.5
32.0
37.0
43.5
5.5
7.5
10.5
13.5
19.0
32.0
39.5
43.5
46.0
52.5
7.5
11.0
12.0
14.5
16.5
52.5
1
1 l/4 65.5
11/2 73.5
24.0
32.5
38.0
58.5
66.5
70.5
19.0
21.5
22.0
2
88.5
49.0
105.5 59.0
272
126.0 73.5
3
4
164.5 97.0
79.5
89.5
97.5
111.5
25.5
29.5
31.0
34.0
12
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8 min.
Lacross flats
Alternate
Design
Nominal
Min.Pipe
Min.
Size Min.
B.
A,
Min.
~~
23.5
'18
5.5
7.5
10.5
13.5
19.0
'14
38.0
"8
?;
"4
1
1'/4
1
'/*
2
2'/2
3
4
76.5
83.5
c,
D,
32.0
39.5
43.5
46.0
54.0
7.5
11.0
12.0
14.5
16.5
~~
34.0
44.5
54.5
24.0
32.5
38.0
63.0
58.5
67.5
72.5
19.0
21.5
22.0
49.0
59.0
73.5
97.0
100.5
120.0
136.5
178.0
82.0
84.5
104.0
113.5
25.5
29.5
31.O
34.0
13
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ANNEX B
QUALITY SYSTEM PROGRAM
(This Annex is a
nonmandatory part of ASME 816.39-1998 and is included for informational purposes only.)
The series
15
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'/*
The ASME Publications Catalog shows a complete list of all the Standards published by the Society. For a complimentary
catalog. or the latest information about our publications. call 7-800-THE-ASME (7.800.843.2763).
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