ASTM F3148-17a Standard Specification for High Strength Structural Bolt Assemblies, Steel and Alloy Steel, Heat Treated, 144ksi Minimum Tensile Strength, Inch Dimensions.pdf

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1、Designation: F3148 17aStandard Specification forHigh Strength Structural Bolt Assemblies, Steel and AlloySteel, Heat Treated, 144ksi Minimum Tensile Strength, InchDimensions1This standard is issued under the fixed designation F3148; the number immediately following the designation indicates the year

2、 oforiginal adoption 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.1. Scope1.1 This specification covers chemical, dimensional, physi-c

3、al and mechanical requirements for quenched and temperedbolts manufactured from steel and alloy steel, in inch dimen-sions. The bolts are available as structural bolting assemblieswhich include a fixed spline bolt, a suitable nut and at least onewasher covered by reference herein.1.2 Intended Use:1.

4、2.1 Bolts manufactured under this specification, and struc-tural bolting assemblies supplied under this specification, areintended for use in structural connections covered in theSpecification for Structural Joints Using High-Strength Boltsand installed using the torque-and-angle or part turn/combin

5、edinstallation method.1.2.2 Structural bolting assemblies in this specification arefurnished in nominal diameters from12 to 1-14 in. inclusive.1.3 Classification:1.3.1 Structural bolting assemblies are designated as Grade144.1.3.2 Bolts are designated by type denoting raw materialchemical compositio

6、n.Type 1 - 144ksi - carbon steel, carbon boron steel, alloy steel or alloy steelwith boron additionType 3 - 144ksi - weathering steel1.4 Terms used in the specification are defined in Terminol-ogy F1789.1.4.1 Torque-and-Angle Fixed-Spline Structural Boltboltthat includes an integral fixed-spline end

7、 which extends beyondthe threaded portion of the bolt and is used as a component ofa torque-and-angle fixed-spline structural bolting assembly.1.4.2 Torque-and-Angle Fixed-Spline Structural BoltingAssembly2 a fastener assembly comprised of a torque-and-angle fixed-spline bolt with a suitable nut and

8、 at least onewasher, installed and tightened using a special electric wrenchand socket system which has an inner socket that engages thefixed-spline end of the bolt and with an outer socket thatengages and turns the nut, in two separate and distinctoperations, the first is a controlled torque applic

9、ation and thesecond is a specified angle.1.4.3 Combined MethodA tightening method comprisedof two steps, the first tightening step using a torque regulatingtool and the second tightening step in which a specified turn isapplied to the turned part of the assembly. Also known as thepart turn method.1.

10、5 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 and health practices and determine the applica-bility of regulatory limitations prior to use.1.6 ASTM Internat

11、ional takes no position respecting thevalidity of any patent rights asserted in connection with anyitem mentioned in this standard. Users of this standard areexpressly advised that determination of the validity of any suchpatent rights, and the risk of infringement of such rights, areentirely their

12、own responsibility.1.7 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization T

13、echnicalBarriers to Trade (TBT) Committee.1This 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 May 15, 2017. Published June 2017. Originallyapproved in

14、2015. Last previous edition approved in 2017 as F314817. DOI:10.1520/F3148-17A2The torque-and-angle fixed-spline structural bolting system has a patentapplication pending. Interested parties are invited to submit information regardingthe identification of an alternative(s) to this patent-pending ite

15、m to the ASTMInternational Headquarters. Your comments will receive careful consideration at ameeting of the responsible technical committee, which you may attend.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international stand

16、ard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.12. Ref

17、erenced 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 Coatings of Zinc Mechanically De-posited on Iron and SteelE709 Guide for Magnetic Particle TestingE1444/

18、E1444M Practice for Magnetic Particle TestingF436/F436M Specification for Hardened Steel Washers Inchand Metric DimensionsF606/F606M Test Methods for Determining the MechanicalProperties of Externally and Internally ThreadedFasteners, Washers, Direct Tension Indicators, and RivetsF788 Specification

19、for Surface Discontinuities of Bolts,Screws, and Studs, Inch and Metric SeriesF1136/F1136M Specification for Zinc/Aluminum CorrosionProtective Coatings for FastenersF1470 Practice for Fastener Sampling for Specified Me-chanical Properties and Performance InspectionF1789 Terminology for F16 Mechanica

20、l FastenersF2328 Test Method for Determining Decarburization andCarburization in Hardened and Tempered Threaded SteelBolts, Screws, Studs, and NutsF2833 Specification for Corrosion Protective Fastener Coat-ings with Zinc Rich Base Coat and Aluminum Organic/Inorganic TypeG101 Guide for Estimating the

21、 Atmospheric Corrosion Re-sistance of Low-Alloy Steels2.2 ASME Standards:4B 1.1 Unified Screw ThreadsB 18.2.6 Fasteners for Use in Structural ApplicationsB 18.18 Quality Assurance for Fasteners2.3 RCSC:5Specification for Structural Joints Using High-StrengthBolts3. Ordering Information3.1 Orders for

22、 structural bolting assemblies under thisspecification shall include:3.2 Mandatory ordering information:3.2.1 ASTM F3148 designation and revision,3.2.2 QuantityNumber of assemblies,3.2.3 Grade 144,3.2.4 SizeIncluding nominal diameter and bolt length,3.2.5 TypeType 1 or Type 3. When Type is not speci

23、fiedeither Type 1 or Type 3 may be furnished at the suppliersoption.3.2.6 Coatings or finishesIf other than plain finish, specifythe coating process or finish required, see Table 1.3.3 Additional ordering information when specified by pur-chaser;3.3.1 Test reports, see Section 15.3.3.2 Additional de

24、tails of other assembly components.3.3.3 Rotational capacity testing of assemblies per AnnexA1.3.3.4 Observation or inspection requirements. See 14.2.3For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStand

25、ards volume information, refer to the standards Document Summary page onthe ASTM website.4Available from American Society of Mechanical Engineers (ASME), ASMEInternational Headquarters, Two Park Ave., New York, NY 10016-5990, http:/www.asme.org.5Research Council on Structural Connections (RCSC) http

26、:/www.boltcouncil.org/TABLE 1 Permitted CoatingsGB695A,FF1136/F1136MD,FF2833E,FBolt Class 55 Grade 3 Grade 1Nut Class 55 Grade 5 Grade 1Washer Class 55 Grade 3 Grade 1Bolt Pitch Bolt Pitch Bolt PitchNut Pitch Dia. OS After Nut Pitch Dia. OS After Nut Pitch Dia. OS AfterOvertap CoatingCOvertapBCoatin

27、gCOvertapBCoatingCin. in. in. in. in. in.12-13 UNC 0.018 0.012 0.009 0.006 0.009 0.00658-11 UNC 0.020 0.013 0.010 0.007 0.010 0.00734-10 UNC 0.020 0.013 0.010 0.007 0.010 0.00778-9 UNC 0.022 0.015 0.011 0.008 0.011 0.0081-8 UNC 0.024 0.016 0.012 0.008 0.012 0.008118-7 UNC 0.024 0.016 0.012 0.008 0.0

28、12 0.008114-7 UNC 0.024 0.016 0.012 0.008 0.012 0.008ASupplementary nut lubrication to A563 S1, S2 or S3 is required for mechanically deposited zinc coatings.BNut overtap shall not exceed this amount unless agreed upon between the purchaser and user. If a larger overtap is used or required, coated s

29、tructural bolt assemblesshall pass the RC test requirements per F3148, Annex A1 as proof of assembly, ductility and thread strength.CBolt pitch oversize limit in case of dispute. Material within the plain gage limits which meets the coating thickness requirements and assembles freely need not bemeas

30、ured to this tolerance.DGrade 5 of this coating meets the supplementary lubrication requirements of A563 S1.EGrade 1 of this coating meets the supplementary lubrication requirements of A563 S1.FNuts overtapped for coating shall be proof load tested to a minimum of 175 000 psi.GOther finishes specify

31、 other protective finish, if required.OS= OversizeF3148 17a23.3.5 Country of origin.3.3.6 Supplementary requirements.NOTE 1A typical description follows: 1000 pieces34-10 3 in.ASTM F3148-15, Grade 144, Type 1, each with one hardened ASTMF436/F436M Type 1 washer, and one A563 Grade DH heavy hex nut.4

32、. Dimensions4.1 Head and Body:4.1.1 Bolts shall be round head conforming to the dimen-sions specified in Table 2.4.1.2 The thread length shall not be changed except asprovided in Supplementary Requirement S1. Other dimensionsshall not be changed.4.2 Threads:4.2.1 Uncoated bolt threads shall be as sp

33、ecified in Table 2.4.2.2 Coated bolt threads shall be as specified in Table 2before coating.4.3 The gauging limit for coated bolts shall be verifiedduring manufacture. In case of dispute, a calibrated thread ringgauge of the same size as the oversize limit in Table 1 (ClassX tolerance, gauge toleran

34、ce plus) shall be used to verifyconformance. The gauge shall assemble with hand effortfollowing application of light machine oil to prevent gallingand damage to the gauge. These inspections, when performedto resolve controversy, shall be conducted at the frequencyspecified in the quality assurance p

35、rovisions ofASME B 18.18.NOTE 2It is the intent of this specification that coated nuts and boltsassemble freely when ordered together. It is recognized that the batchnature of coating processes and the cumulative effect of coating thicknessmay create intermittent assembly problems.5. Product Marking

36、5.1 At a minimum all assemblies shall be marked asrequired in Table 2. Marking shall be on the bolt head and shallbe raised or depressed, at the manufacturers option. Themarking shall be visible after coating.5.2 Grade/Type marking, the manufacturers mark, and theprivate label distributors mark (if

37、used), shall be in separateand distinct locations.6. Chemical Composition6.1 Type 1 bolts shall be carbon steel, carbon boron steel,alloy steel or alloy steel with Boron addition at the manufac-turers option, conforming to the chemical composition speci-fied in Table 3.6.2 Type 3 bolts shall be weat

38、hering steel and shall conformto the chemical compositions A or B specified in Table 3.Optionally, the chemical composition may have a CorrosionIndex of 6 or greater, as calculated from the HeatAnalysis, andas described in Guide G101 Guide for Estimating the Atmo-spheric Corrosion Resistance of Low-

39、Alloy Steels.6.3 Product analysis made on finished bolts representingeach lot shall conform to the product analysis requirementsspecified in Table 3, Footnote A.6.4 Heats to which bismuth, selenium, tellurium, or lead hasbeen intentionally added shall not be permitted.6.5 Chemical analysis shall be

40、performed in accordancewith Test Methods, Practices, and TerminologyA751.7. Materials and Manufacture7.1 Structural bolting assemblies shall be certified, suppliedand installed as matched sets. These assemblies shall becapable of developing a minimum predetermined initial andfinal tension when insta

41、lled using an appropriate fixed spline-drive installation tool. See Appendix X1.7.2 Production Method:7.2.1 Bolts shall be cold formed, warm formed, hot formed,hot forged, machined, or any combination thereof.7.3 Heat Treatment:7.3.1 All Bolts shall be quenched in oil from the austenitiz-ing tempera

42、ture.7.3.2 All Bolts shall be tempered by reheating to not lessthan 800F/427C.7.4 Threads shall be rolled or cut.7.5 Coatings and Other Finishes:7.5.1 Coatings, including supplementary lubrication and nutoversize requirements are provided in Table 1.7.5.2 When coated assemblies are required, the pur

43、chasershall specify the coating process and any additional specialrequirements.7.5.3 Threaded components of assemblies (bolts and nuts)shall be coated by the same process, limited to one process peritem with no mixed processes in a component lot.7.5.4 Nut and washer components of the assemblies shal

44、l bein accordance with Table 2.7.6 Secondary Processing:7.6.1 Lot control and full traceability shall be maintainedthroughout all outside or secondary processes.7.6.2 Lots to which secondary processing has been per-formed by any party after sale from the manufacturer must betraceable using a lot num

45、ber which differs from the manufac-turers original lot number.7.6.3 If processing that can affect mechanical or perfor-mance properties is performed after initial testing, the bolts orassemblies, or both, shall be retested for all specified mechani-cal properties and performance requirements affecte

46、d by theprocessing.7.6.4 When the secondary process is heat treatment, thebolts shall be tested for all specified mechanical properties.TABLE 2 Dimensions, Threads, Marking, and MatchingComponentsType 1 Type 3Round Head Dimensions,ASMEAB18.2.6 B18.2.6Thread Fit, ASME B1.1 UNC 2A B1.1 UNC 2AGrade Mar

47、king 144 144Nut A563 DH A563 DH3Flat Washer F436/F436M 1 F436/F436M 3AAll dimensions except spline geometryF3148 17a37.6.5 Secondary processing, including lubrication, by anyparty other than that which certified the assembly lot shall notbe permitted unless under the direction of the manufacturer or

48、responsible party.7.7 Lubrication:7.7.1 Assemblies shall have at least one component lubri-cated by the responsible party to meet the assembly lot tensionrequirements.8. Testing and Lot Control8.1 Testing Responsibility:8.1.1 Each lot shall be tested by the responsible party priorto shipment in acco

49、rdance with the lot control and identifica-tion quality assurance plan in 8.2 through 8.5.8.2 Bolts shall be processed in accordance with a lot controland identification quality assurance plan. The manufacturer,secondary processors, and distributors shall identify and main-tain the integrity of each production lot from raw materialthrough all processing operations to final packing and ship-ment. Each lot shall be assigned a unique lot identificationnumber, each lot shall be tested, and the lot inspection testreports retained.8.3 Se