ASTM F738M - 02 (2008)

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Designation: F 738M – 02 (Reapproved 2008)
Standard Specification for
Stainless Steel Metric Bolts, Screws, and Studs
1
This standard is issued under the fixed designation F 738M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope
1.1 This specification covers the chemical and mechanical
requirements for stainless steel metric bolts, screws, and studs
with nominal thread diameters M1.6 through M36 and is
intended for use in engineering applications requiring general
corrosion resistance.
1.2 Eight groups of stainless steel alloys are covered,
including three austenitic (Grades A1, A2, and A4), one ferritic
(Grade F1), three martensitic (Grades C1, C3, and C4), and one
precipitation hardening (Grade P1).
1.3 Twenty property classes are covered, including nine
austenitic, two ferritic, eight martensitic, and one precipitation
hardening. The property classes with the permissible alloys for
each are listed in Table 1.
1.4 This specification is based in concept and content on
ISO 3506. The chemical and mechanical requirements speci-
fied for all property classes, except as given in 1.4.1, are
essentially identical with classes of the same designation in
ISO 3506.
1.4.1 This specification includes all of the property classes
covered in ISO 3506. Additionally, it includes property classes
A1-70, A2-70, A4-70, A1-80, A2-80, and A4-80 for products
with nominal thread diameters larger than M20; and four
non-ISO property classes, C1-110, C4-110, C3-120; and P1-90.
1.5 Supplementary requirements of an optional nature are
provided, applicable only when agreed upon between the
manufacturer and the purchaser at the time of the inquiry and
order.
1.6 Suitable nuts for use with bolts, screws, and studs
included in this specification are covered by Specification
F 836M.
1.7 Units—The values stated in SI units are to be regarded
as standard. No other units of measurement are included in this
standard.
1.8 The following safety hazards caveat pertains only to
the test method described in this specification. This standard
does not purport to address the safety problems associated with
its use. It is the responsibility of the user of this standard to
establish appropriate safety and health practices and deter-
mine the applicability of regulatory limitations prior to use.
2. Referenced Documents
2.1 ASTM Standards:
2
A 276 Specification for Stainless Steel Bars and Shapes
A 342/A 342M Test Methods for Permeability of Feebly
Magnetic Materials
A 380 Practice for Cleaning, Descaling, and Passivation of
Stainless Steel Parts, Equipment, and Systems
A 484/A 484M Specification for General Requirements for
Stainless Steel Bars, Billets, and Forgings
A 493 Specification for Stainless Steel Wire and Wire Rods
for Cold Heading and Cold Forging
A 555/A 555M Specification for General Requirements for
Stainless Steel Wire and Wire Rods
A 564/A 564M Specification for Hot-Rolled and Cold-
Finished Age-Hardening Stainless Steel Bars and Shapes
A 582/A 582M Specification for Free-Machining Stainless
Steel Bars
A 751 Test Methods, Practices, and Terminology for
Chemical Analysis of Steel Products
D 3951 Practice for Commercial Packaging
E29 Practice for Using Significant Digits in Test Data to
Determine Conformance with Specifications
E 353 Test Methods for Chemical Analysis of Stainless,
Heat-Resisting, Maraging, and Other Similar Chromium-
Nickel-Iron Alloys
F 606M Test Methods for Determining the Mechanical
Properties of Externally and Internally Threaded Fasteners,
Washers, and Rivets (Metric)
F 836M Specification for Style 1 Stainless Steel Metric
Nuts (Metric)
F 1470 Guide for Fastener Sampling for Specified Mechani-
cal Properties and Performance Inspection
1
This specification is under the jurisdiction of ASTM Committee F16 on
Fasteners and is the direct responsibility of Subcommittee F16.04 on Nonferrous
Fasteners.
Current edition approved May 1, 2008. Published August 2008. Originally
approved in 1981. Last previous edition approved in 2002 as F 738M – 02.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
1
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
Copyright ASTM International
Provided by IHS under license with ASTM
Licensee=ISATIS Group http://st2014.ir
Not for Resale, 06/20/2013 04:10:09 MDT
No reproduction or networking permitted without license from IHS
--`,`,`,,``,`,````,,,``,``,,,,,,-`-`,,`,,`,`,,`---
2.2 ISO Standard:
ISO 3506 Corrosion-Resistant Stainless Steel Fasteners
3
3. Classification
3.1 The designation of each property class is composed of
three parts: a letter, followed by a single digit, followed by
either two or three digits.
3.1.1 The letter indicates the general composition type of
stainless steel as follows:
3.1.1.1 A for austenitic steels,
3.1.1.2 F for ferritic steels,
3.1.1.3 C for martensitic steels, and
3.1.1.4 P for precipitation-hardening steel.
3.1.2 The first digit (1, 2, 3, or 4) indicates the alloy group.
The permissible alloys within each group are given in Table 1.
3.1.3 The last two or three digits (50, 70, 110, etc.) indicate
10 % of the specified minimum tensile strength of the property
class.
3.1.4 For example, Class A1-50 is an austenitic steel of any
one of six permitted alloys, and the manufactured fastener has
a minimum tensile strength of 500 MPa.
4. Ordering Information
4.1 Orders for bolts, screws and studs under this specifica-
tion shall include the following:
4.1.1 Quantity (number of pieces of each item).
4.1.2 Name of item (bolt, screw, stud, etc.; specific type and
style; and reference to dimensional standard when appropri-
ate).
4.1.3 Size (nominal diameter, thread pitch, length).
4.1.4 Property class.
4.1.5 ASTM designation and date of issue. When date of
issue is not specified, fasteners shall be furnished to the latest
issue.
4.1.6 Supplementary requirements, if any (S1 through S5).
4.1.7 Additional requirements, if any, to be specified on the
purchase order:
4.1.7.1 Forming (5.2.1).
4.1.7.2 Threading (5.2.2).
4.1.7.3 Alloy condition (5.2.3).
4.1.7.4 Protective finish (5.2.5).
4.1.7.5 Alloy selection (7.2).
4.1.7.6 Test report (9.2).
4.1.7.7 Heat number (9.1.1).
4.1.7.8 Additional testing (9.3).
4.1.7.9 Inspection (11.1).
4.1.7.10 Rejection (12.1).
4.1.7.11 Certification (13.1).
4.1.7.12 Marking (14.1.3 and 14.1.4).
NOTE 1—Examples:
10 000 hex-cap screws, ANSI B18.2.3.1M, M12 31.75 350, Class
A2–70, furnish test report, ASTM F 738, dated _____.
15 000 oval-head machine screws, Type 1 recess, ANSI B18.6.7M, M3
30.5 325, Class C4-70, 416Se, Supplementary Requirement S2, ASTM
F 738, dated _____.
5. Materials and Manufacture
5.1 Materials:
5.1.1 Specifications A 276,A 493,A 564/A 564M, and
A 582/A 582M are noted for information only as suitable
sources of material for the manufacture of bolts, hex cap
screws, and studs to this specification.
5.2 Manufacture:
5.2.1 Forming—Unless otherwise specified, fasteners shall
be cold-formed, hot-formed, or machined, at the option of the
manufacturer.
5.2.2 Threads—Unless otherwise specified, threads shall be
rolled or cut at the option of the manufacturer.
3
Available from American National Standards Institute (ANSI), 25 W. 43rd St.,
4th Floor, New York, NY 10036, http://www.ansi.org.
TABLE 1 Property Classes of Stainless Steel Bolts, Screws, and
Studs
Property Class Permissible Alloys
A1-50 304, 304L, 305
A
A1-70 384, 18–9LW, 302HQ
A1-80
A2-50
A2-70 321, 347
A2-80
A4-50
A4-70 316, 316L
A4-80
F1-45
F1-60
430
B
C1-50
C1-70 410
C1-110
C3-80
C3-120
431
C4-50
C4-70 416, 416Se
C4-110
P1-90 630
A
When approved by the purchaser, Alloys 303, 303Se, or XM1 may be
furnished.
B
When approved by the purchaser, Alloy 430F may be furnished.
F 738M – 02 (2008)
2
Copyright ASTM International
Provided by IHS under license with ASTM
Licensee=ISATIS Group http://st2014.ir
Not for Resale, 06/20/2013 04:10:09 MDT
No reproduction or networking permitted without license from IHS
--`,`,`,,``,`,````,,,``,``,,,,,,-`-`,,`,,`,`,,`---
5.2.3 Condition—Fasteners shall be furnished in the condi-
tion specified for the property class in Table 2. If other
conditions are required, the condition and resultant mechanical
properties shall be as agreed upon between the manufacturer
and the purchaser.
5.2.4 Surface Finish—Fasteners shall have a surface finish
produced in accordance with Practice A 380.
5.2.5 Protective Finishes—Unless otherwise specified, fas-
teners shall be furnished without an additive chemical or
metallic finish.
TABLE 2 Mechanical Property Requirements
Property
Class
Condi-
tion
A
Alloy/
Mechanical
Property
Marking
Nominal
Thread
Diameter
Product
Length
B
Full Size Product Tests Machined Specimen Tests Hardness
Tensile
Strength,
MPa
C
Yield
Strength,
MPa
C,D
Exten-
sion
E
Torsional
Strength,
N·m
F
Tensile
Strength,
MPa
Yield
Strength,
MPa
Elonga-
gation,
%
Vickers Rockwell
min min min min min min min min max min max
A1-50 F 738A M1.6–M5 all 500 . . . . . . Table 6 . . . . . . . . . . . . 165 . . . B85
A2-50 AF F 738B M6–M36 all 500 210 0.6D. . . 500 210 30 . . . 165 . . . B85
A4-50 F 738C
A1-70 F 738D M1.6–M5 8D700 . . . . . . Table 6 . . . . . . . . . 220 330 B96 C33
A2-70 CW F 738E M6–M20 8D700 450 0.4D. . . 650 400 20 220 330 B96 C33
A4-70 F 738F over
M20–M36
8D550 300 0.2D
x
. . . 520 270 25 160 310 B83 C31
M1.6–M5 8D800 . . . . . . Table 6 . . . . . . . . . 240 350 C23 C36
A1-80 F 738G M6–M20 8D800 600 0.3D. . . 780 600 12 240 350 C23 C36
A2-80 SH F 738H over
M20–M24
8D700 500 0.2D. . . 680 480 15 220 330 B96 C33
A4-80 F 738J over
M24–M30
8D650 400 0.2D. . . 620 370 20 200 310 B93 C30
over
M30–M36
8D600 300 0.2D. . . 570 270 28 180 285 B89 C28
F1-45 AF F 738K M1.6–M5 all 450 . . . . . . . . . . . . . . . . . . . . . 165 . . . B85
M6–M36 all 450 250 0.2D. . . 450 250 25 . . . 165 . . . B85
F1-60 CW F 738L M1.6–M5 8D600 ... ... ... ... ... ... 180 285 B89 C28
M6–M36 8D600 410 0.2D. . . 550 360 20 180 285 B89 C28
C1-50
C4-50 A
F 738M
F 738N
M1.6–M5
M6–M36
all
all
500
500
...
250
...
0.2D
...
...
...
500
...
250
...
20
...
...
165
165
...
...
B85
B85
C1-70
C4-70 H
F 738P
F 738R
M1.6–M5
M6–M36
all
all
700
700
...
410
...
0.2D
...
...
...
700
...
410
...
18
220
220
330
330
B96
B96
C34
C34
C1-110
C4-110 HT
F 738S
F 738T
M1.6–M5
M6–M36
all
all
1100
1100
...
820
...
0.2D
...
...
...
1100
...
820
...
12
350
350
440
440
C36
C36
C45
C45
C3-80 H F 738U M1.6–M5 all 800 . . . . . . . . . . . . . . . . . . 240 340 C23 C35
M6–M36 all 800 640 0.2D. . . 800 640 15 240 340 C23 C35
C3-120 HT F 738V M1.6–M5 all 1200 . . . . . . . . . . . . . . . . . . 380 480 C39 C48
M6–M36 all 1200 950 0.2D. . . 1200 950 10 380 480 C39 C48
P1-90 AH F 738W M1.6–M5 all 900 . . . . . . . . . . . . . . . . . . 285 370 C28 C38
M6–M36 all 900 700 0.2D. . . 900 700 16 285 370 C28 C38
A
Legend of conditions:
AF — headed and rolled from annealed stock and then reannealed.
CW — headed and rolled from annealed stock, thus acquiring a degree of cold work; products with nominal thread diameters larger than M20 may be hot-worked and
solution annealed.
SH — machined from strain-hardened stock or cold worked to develop the specified properties.
A — machined from annealed or solution-annealed stock, thus retaining the properties of the original material.
H — hardened and tempered at 565°C minimum.
HT — hardened and tempered at 275°C minimum.
AH — solution-annealed and age-hardened after forming.
B
For product lengths:
“all” means all lengths
“8D” means 8 times nominal diameter maximum.
C
Tensile strength and yield strength values for full-size products of each property class are given in table on yield and tensile strength.
D
Yield strength is the stress at which an offset of 0.2 % gage lingth occurs.
E
Extension measurement is determined in accordance with the test procedure specified in 10.2.3.
F
Torsional strength requirements apply only to austenitic steel fasteners with nominal thread diameters M5 and smaller. Values are given in table on torsional strength.
F 738M – 02 (2008)
3
Copyright ASTM International
Provided by IHS under license with ASTM
Licensee=ISATIS Group http://st2014.ir
Not for Resale, 06/20/2013 04:10:09 MDT
No reproduction or networking permitted without license from IHS
--`,`,`,,``,`,````,,,``,``,,,,,,-`-`,,`,,`,`,,`---
摘要:

ASTM F738M - 02 (2008) 是一项由美国材料与试验协会制定的国际标准,专门针对公制不锈钢螺栓、螺钉和螺柱的技术要求。该标准涵盖了多种不锈钢材料等级(如奥氏体、铁素体和马氏体不锈钢),并规定了机械性能、化学成分、尺寸公差、表面处理及标记等关键指标。2008年重新批准的版本延续了2002年原版的核心规范,确保产品在高温、腐蚀性环境及高应力工况下的可靠性与一致性。该标准广泛应用于化工、食品加工、海洋工程及建筑结构等需要耐腐蚀连接的领域,是跨国采购、质量检验和工程设计的重要参考依据。通

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