1、Designation: A449 07b1Standard Specification forHex Cap Screws, Bolts and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use1This standard is issued under the fixed designation A449; the number immediately following the designation indicates the year oforiginal adoption
2、 or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript 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.1NOTETa
3、ble 1 was editorially revised in June 2010.1. Scope*1.1 This specification2covers quenched and tempered steelhex cap screws, bolts, and studs having a minimum tensilestrength of 120 ksi for diameters 1.0 in. and smaller; 105 ksi fordiameters over 1.0 in. to 112 in.; and 90 ksi for diameters 134in. t
4、o 3.0 in. inclusive. The term 9fasteners9 in this specificationdenotes hex cap screws, bolts, and studs.1.2 The fasteners are intended for general engineering use.1.3 The fasteners are furnished in diameters14 to 3.0 in.inclusive. They are designated by type denoting chemicalcomposition as follows:T
5、ype DescriptionType I Plain carbon steel, carbon boron steel, alloysteel, or alloy boron steelType 2 Withdrawn 2003Type 3 Weathering steel1.4 Terms used in this specification are defined in Termi-nology F1789 unless otherwise defined in this specification.1.5 The values stated in inch-pound units ar
6、e to be regardedas the standard. The values given in parentheses are providedfor information purposes only.1.6 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety a
7、nd health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:3A563 Specification for Carbon and Alloy Steel NutsA751 Test Methods, Practices, and Terminology for Chemi-cal Analysis of Steel ProductsB695 Specification for Coatin
8、gs of Zinc Mechanically De-posited on Iron and SteelD3951 Practice for Commercial PackagingF436 Specification for Hardened Steel WashersF606 Test Methods for Determining the Mechanical Prop-erties of Externally and Internally Threaded Fasteners,Washers, Direct Tension Indicators, and RivetsF788/F788
9、M Specification for Surface Discontinuities ofBolts, Screws, and Studs, Inch and Metric SeriesF1470 Practice for Fastener Sampling for Specified Me-chanical Properties and Performance InspectionF1789 Terminology for F16 Mechanical FastenersF2329 Specification for Zinc Coating, Hot-Dip, Require-ments
10、 for Application to Carbon and Alloy Steel Bolts,Screws, Washers, Nuts, and Special Threaded FastenersG101 Guide for Estimating the Atmospheric CorrosionResistance of Low-Alloy Steels2.2 ASME Standards:4B 1.1 Unified Screw ThreadsB 18.2.1 Square and Hex Bolts and ScrewsB 18.24 Part Identifying Numbe
11、r (PIN) Code System Stan-dard for B18 Fastener Products1This specification is under the jurisdiction of ASTM Committee F16 onFasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts,Nuts, Rivets and Washers.Current edition approved Dec. 1, 2007. Published January 2008. Origin
12、allyapproved in 1963. Last previous edition approved in 2007 as A449 07a. DOI:10.1520/A0449-07B.2For ASME Boiler and Pressure Vessel Code applications see related Specifi-cations SA-449 in Section II of that Code.3For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Cu
13、stomer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.4Available from American Society of Mechanical Engineers (ASME), ASMEInternational Headquarters, Three Park Ave., New York, NY 10016-5990, http:/www
14、.asme.org.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3. Ordering Information3.1 Orders for fasteners under this specification shall in-clude the following:3.1.1 Q
15、uantity (number of pieces),3.1.2 Size, including nominal diameter and length,3.1.3 Name of product,3.1.4 Type, that is, Type 1, or Type 3 as required,3.1.5 ASTM designation and year of issue, and3.1.6 Other components such as nuts and washers if re-quired.3.1.7 Hot-Dip or Mechanically Deposited Zinc
16、 CoatingsFor hot-dip or mechanically deposited zinc coatings covered by5.1 and requiring over-tapped nuts, specify the zinc coatingprocess required, that is, hot-dip, mechanically deposited, or nopreference (see 5.1).3.1.8 Other CoatingsSpecify other protective coating ifrequired (see 5.2).3.1.9 Spe
17、cify if inspection at point of manufacture is re-quired.3.1.10 Test reports if required.3.1.11 Supplementary or special requirements.3.1.12 For establishment of a part identifying system, seeASME B 18.24.NOTE 1A typical ordering description follows: 1000 pieces18 in.diameter 3 4.0 in. long hex cap s
18、crew, Type 1, ASTM A449XX, eachwith one finished hex nut ASTM A563, Grade DH. Each componentmechanically zinc coated in accordance with B695, Class 5, Type II.3.2 Suitable Nuts and Washers:3.2.1 Suitable nuts are covered in Specification A563. Un-less otherwise specified, the grade and style of nut
19、shall be asfollows:Fastener Size and Surface Finish Nut Grade and StyleA14 to 112 in., plain (or with a coating of insufficientthickness to require over-tapped nuts)B, hexOver 112 to 3 in., plain (or with a coating of insuffi-cient thickness to require over-tapped nuts)A, heavy hex14 to 3 in., zinc-
20、coated (or with a coating thicknessrequiring over-tapped nuts)DH, heavy hex14 to 3 in., Type 3 C3, DH3, heavy hexANuts of other grades and styles having specified proof load stresses (Speci-fication A563, Table 3) greater than the specified grade and style of nut aresuitable.3.2.2 Unless otherwise s
21、pecified, washers ordered withfasteners shall be furnished to the requirements of SpecificationF436, Type 1 or Specification F436, Type 3. Washers for A449Type 3 fasteners shall conform to Specification F436 Type 3.4. Materials and Manufacture4.1 Heat Treatment:4.1.1 Type 1 fasteners produced from m
22、edium carbon steelshall be quenched in a liquid medium from the austenitizingtemperature.4.1.2 Type 1 fasteners produced from medium carbon steelto which chromium, nickel, molybdenum, or boron wereintentionally added, and Type 3 fasteners, shall be quenched inoil from the austenitizing temperature.4
23、.1.3 Type 1 and Type 3 fasteners, regardless of the steelused, shall be tempered by reheating to not less than 800F.4.2 ThreadingThreads shall be rolled, cut, or ground.4.3 Secondary ProcessingIf any processing which canaffect the mechanical properties of the fasteners is performedafter the initial
24、testing, the fasteners shall be retested for allspecified mechanical properties affected by the reprocessing.5. Protective Coatings5.1 Zinc, Hot Dip, and Mechanically Deposited RequiringOver-tapped Nuts:5.1.1 When zinc-coated fasteners are required, the pur-chaser shall specify the zinc-coating proc
25、ess, such as, hot-dip,mechanically deposited, or no preference.5.1.2 When hot dip is specified, the fasteners shall be zinccoated by the hot-dip process in accordance with the require-ments of Specification F2329.5.1.3 When mechanically deposited is specified, the fasten-ers shall be zinc coated by
26、the mechanical deposition processin accordance with the requirements of Class 55 of Specifica-tion B695.5.1.4 When no preference is specified, the supplier mayfurnish either a hot-dip zinc coating in accordance withSpecification F2329, or a mechanically deposited zinc coatingin accordance with Speci
27、fication B695, Class 55. Threadedcomponents (bolts and nuts) shall be coated by the same zinccoating process, and the suppliers option shall be limited toone process per item with no mixed processes in a lot.NOTE 2When the intended application requires that assembled ten-sion exceeds 50 % of minimum
28、 bolt or stud proof load, an anti-gallinglubricant may be needed. Application of such a lubricant to nuts and a testof the lubricant efficiency are provided in Supplementary Requirement S1of Specification A563 and should be specified when required.5.2 Other Coatings:5.2.1 When other coatings are req
29、uired, the purchaser shallspecify the coating specification, including the classificationcodes or grade numbers to identify the coating material,thickness, supplemental treatments, or other requirements todefine the coating. The fasteners shall be coated in accordancewith and conform to the specifie
30、d coating specification.5.2.2 When a specification does not apply, the purchasershall specify the desired coating, coating thickness, supplemen-tal treatments, or other requirements to define the coating.6. Chemical Composition6.1 Type 1 fasteners shall be plain carbon steel, carbonboron steel, allo
31、y steel, or alloy boron steels, at the manufac-turers option, conforming to the requirements in Table 1.6.2 Type 3 fasteners shall be weathering steel and shallconform to one of the chemical compositions specified in Table2. The selection of the chemical composition, A, B, C, D, E orF, shall be a th
32、e option of the manufacuturer. See Guide G101for methods of estimating the atmospheric corrosion resistanceof low alloy steel.6.3 Product analyses made on finished fasteners represent-ing each lot shall conform to the product analysis requirementsspecified in Table 1 or Table 2, as applicable.6.4 He
33、ats of steel to which bismuth, selenium, tellurium, orlead has been intentionally added shall not be permitted forbolts. Compliance shall be based on certification that heats ofA449 07b12steel having any of the listed elements intentionally added werenot used to produce the bolts.6.5 Chemical analys
34、es shall be performed in accordancewith Test Methods, Practices, and Terminology A751.7. Mechanical Properties7.1 HardnessThe fasteners shall conform to the hardnessspecified in Table 3. See Table 3, Note A.7.2 Tensile Properties:7.2.1 Except as permitted in 7.2.2 for long fasteners and7.2.3 for sho
35、rt fasteners, hex cap screws and hex and squarehead bolts in sizes 1.00 in. and smaller having a length of 214D and longer and sizes 118 to 112 in. inclusive having a lengthof 3D and longer shall be wedge tested full size. Bolts withheads other than hex or square shall be axially tested. Bothwedge a
36、nd axially tested hex cap screws and bolts shallconform to the proof load or alternative proof load, andminimum wedge tensile load in Tables 4 and 5, as applicable.The load applied during proof load testing shall be equal to orgreater than the proof load in Table 4 or Table 5 as applicable.7.2.2 Hex
37、 cap screws and square head bolts larger than 112in. diameter, other than those excepted in 7.2.3, shall preferablybe tested full size and when so tested shall conform to thetensile strength and either the specified proof load or yieldstrength requirements in Tables 4 and 5, as applicable. Whenequip
38、ment of sufficient capacity for full size testing is notavailable, or when the length of the bolt makes full size testingimpractical, machined specimens shall be tested and shallconform to the requirements of Table 6.7.2.3 Sizes 1.00 in. and smaller having a length shorter than214 D down to 2D inclu
39、sive, which cannot be wedge tensiletested shall be axially tension tested full size and shall conformto the minimum tensile load and proof load or alternate proofload specified in Tables 4 and 5. Sizes 1.00 in. and smallerhaving a length shorter than 2D which cannot be axially tensiletested shall be
40、 qualified on the basis of hardness.7.2.4 Studs 3D and longer shall be axially tension tested fullsize and shall conform to the tensile and proof load or alternateproof load specified in Table 4 and Table 5, as applicable.When equipment for full size testing is not available, or whenthe studs are to
41、o long for full size testing, machined specimensshall be tested and shall conform to the tensile requirements inTable 6.7.2.5 If fasteners are subjected to both hardness and tensiletests, the tensile test results shall take precedence in the eventof low hardness test results.7.2.6 If fasteners are s
42、ubjected to both full size and ma-chined specimen tests, the full size test results shall takeprecedence if the results of the two methods differ.8. Dimensions8.1 Head and Body:8.1.1 Hex Cap ScrewsUnless otherwise specified, hex capscrews shall be furnished with dimensions conforming toASME B 18.2.1
43、.8.1.2 BoltsWhen styles other than specified in 8.1.1 arerequired, they shall have dimensions conforming to thosespecified by the purchaser.8.1.3 StudsStuds shall have dimensions conforming tothose specified by the purchaser.8.2 Threads:8.2.1 UncoatedUnless otherwise specified, uncoatedthreads shall
44、 be the Unified Coarse Thread Series as specifiedin the latest issue of ASME B 1.1, and shall have Class 2Atolerances.8.2.2 CoatedUnless otherwise specified, zinc-coatedbolts, to be used with zinc-coated nuts or tapped holes, whichare tapped oversize in accordance with Specification A563,shall have
45、UNC Class 2A threads before hot-dip or mechani-cally deposited zinc-coating. After zinc coating, the pitchdiameter and major diameter shall not exceed the Class 2Alimits by more than the following amounts:TABLE 1 Chemical Requirements for Type 1 FastenersElementCarbon SteelHeat Analysis Product Anal
46、ysisCarbon 0.300.52 0.280.55Manganese, min 0.60 0.57Phosphorus, max 0.040 0.048Sulfur, max 0.050 0.058Silicon 0.150.300.130.32ElementCarbon SteelHeat Analysis Product AnalysisCarbon 0.300.52 0.280.55Manganese, min 0.60 0.57Phosphorus, max 0.040 0.048Sulfur, max 0.050 0.058Silicon 0.100.30 0.080.32Bo
47、ron 0.00050.003 0.00050.003ElementCarbon SteelHeat Analysis Product AnalysisCarbon 0.300.52 0.280.55Manganese, min 0.60 0.57Phosphorus, max 0.035 0.040Sulfur, max 0.040 0.045Silicon 0.150.35 0.130.37Alloying ElementsAAElementCarbon SteelHeat Analysis Product AnalysisCarbon 0.300.52 0.280.55Manganese
48、, min 0.60 0.57Phosphorus, max 0.035 0.040Sulfur, max 0.040 0.045Silicon 0.150.35 0.130.37Boron 0.00050.003 0.00050.003Alloying ElementsAAASteel, as defined by theAmerican Iron and Steel Institute, shall be consideredto be alloy when the maximum of the range given for the content of alloyingelements
49、 exceeds one or more of the following limits: manganese, 1.65 %; silicon,0.60 %; copper, 0.60 % or in which a definite range or a definite minimum quantityof any of the following elements is specified or required within the limits of therecognized field of constructional alloy steels: aluminum, chromium up to 3.99 %,cobalt, columbium, molybdenum, nickel, titanium, tungsten, vanadium, zirconium,or any other alloying elements added to obtain a desired alloying effect.Editorially corrected in June 2010.A449 07b13Nominal Diamete
