F1554中文

Designation:F1554–07aStandardSpecificationforAnchorBolts,Steel,36,55,and105-ksiYieldStrength1ThisstandardisissuedunderthefixeddesignationF1554;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginaladoptionor,inthecaseofrevision,theyearoflastrevision.Anumberinparenthesesindicatestheyearoflastreapproval.Asuperscriptepsilon(e)indicatesaneditorialchangesincethelastrevisionorreapproval.1.Scope1.1Thisspecificationcoversstraightandbent,headedandheadless,carbon,carbonboron,alloy,orhigh-strengthlow-alloysteelanchorbolts(alsoknownasanchorrods).TheAnchorboltsarefurnishedinthreestrengthgrades,twothreadclasses,andinthesizesspecifiedinSection4.1.2Theanchorboltsareintendedforanchoringstructuralsupportstoconcretefoundations.Suchstructuralsupportsincludebuildingcolumns,columnsupportsforhighwaysigns,streetlightingandtrafficsignals,steelbearingplates,andsimilarapplications.1.3SupplementaryrequirementsareincludedtoprovideforGrade55weldablesteel，permanentmanufacturersandgradeidentification,andimpactpropertiesforGrades55and105.1.4ZinccoatingrequirementsareincludedinSection7forApplicationsrequiringcorrosionprotection.1.5Therecommendedgradeandstyleofnutandwasherareincludedin6.6and6.7foreachgrade.1.6Thisspecificationdoesnotcovertherequirementsformechanicalexpansionanchors,powder-activatednailsorstuds,oranchorboltsfabricatedfromdeformedbar.1.7Thevaluesstatedininch-poundunitsaretoberegardedasthestandard.Thevaluesgiveninparenthesesareforinformationonly.2.ReferencedDocuments2.1ASTMStandards:A194/A194MSpecificationforCarbonandAlloySteelNutsforBoltsforHigh-PressureandHigh-TemperatureService3A370TestMethodsandDefinitionsforMechanicalTestingofSteelProducts4A563SpecificationforCarbonandAlloySteelNuts5A673/A673MSpecificationforSamplingProcedureforImpactTestingofStructuralSteel6A751TestMethods,Practices,andTerminologyforChemicalAnalysisofSteelProducts4B695SpecificationforCoatingsofZincMechanicallyDepositedonIronandSteel7D3951PracticeforCommercialPackaging8F436SpecificationforHardenedSteelWashers5F606TestMethodsforDeterminingtheMechanicalPropertiesofExternallyandInternallyThreadedFasteners,Washers,andRivets5F2329SpecificationforZincCoat.Hot-dip.RequirementsforApplicationtoCarbonandAlloysteelBoltsScrews.Washer.Nut,andAlloySteelBolts,Screws,Washer,Nuts,andSpecialThreadedFastener.设计规范：F1554–99本规范适用屈服强度为36，55和105ksi（248,380和725MPa）的锚栓本规范根据设计规范F1554发布：规范里面数据是设计规范最初数据或者最近修改数据。括号中的数据标明最近认可的年份。上角标表示最近的修改认可。1.适用范围1.1本规范适用直的和弯的，带头和不带头，碳钢或者碳磞钢，合金钢，或者高强度低合金锚栓（即锚杆）。提供的锚栓根据3个强度等级，两个螺纹等级，和尺寸在第4章进行分类。1.2这种锚栓或者锚杆指的是锚固支撑在混泥土上的构件，比如建筑物的柱子，高速公路指示牌，信号灯，路灯的支撑柱，垫板或者类似的构件。1.3对于55级（380MPa）可焊接钢材有其他附加要求，55级（380Mpa）和105级（725MPa）共同附加要求包括：永久性的强度标签，制造商标签和抗冲击试验的要求.1.4对于使用要求防腐的有镀锌要求见第7章1.5在6.6和6.7章节分别对螺母和垫圈强度和样式做出了推荐性的建议。1.6本规范没有包括：机械膨胀锚栓，由钢棒轧制而成的铆钉，碳粉激活双头锚栓或者锚杆。1.7所有数值均以英制数值为标准，括号里标注的数值仅供参考2.参考文献2.1ASTM标准A194/A194MSpecificationforCarbonandAlloySteelNutsforBoltsforHigh-PressureandHigh-TemperatureService3A370TestMethodsandDefinitionsforMechanicalTestingofSteelProducts4A563SpecificationforCarbonandAlloySteelNuts5A673/A673MSpecificationforSamplingProcedureforImpactTestingofStructuralSteel6A751TestMethods,Practices,andTerminologyforChemicalAnalysisofSteelProducts4B695SpecificationforCoatingsofZincMechanicallyDepositedonIronandSteel7D3951PracticeforCommercialPackaging8F436SpecificationforHardenedSteelWashers5F606TestMethodsforDeterminingtheMechanicalPropertiesofExternallyandInternallyThreadedFasteners,Washers,andRivets5F2329SpecificationforZincCoat.Hot-dip.RequirementsforApplicationtoCarbonandAlloysteelBoltsScrews.Washer.Nut,andAlloySteelBolts,Screws,Washer,Nuts,andSpecialThreadedFastener.2.2ResearchCouncilonStructuralConnectionsStandard9:SpecificationforStructuralJointsUsingASTMA325orA490Bolts2.3ANSI/ASMEStandards:10B1.1UnifiedScrewThreadsB1.3ScrewThreadGagingSystemsforDimensionalAcceptabilityB18.2.2SquareandHexNutsB18.18.2MInspectionandQualityAssuranceforHighVolumeMachineAssemblyFasteners3.Terminology3.1DefinitionsofTermsSpecifictoThisStandard:3.1.1anchorbolt—asteelrodorbar,oneendofwhichisintendedtobecastinconcrete,whiletheoppositeendisthreadedandprojectsfromtheconcrete,foranchoringothermaterialtotheconcrete.Theendcastinconcretemaybeeitherstraightorprovidedwithananchorsuchasabenthook,forgedhead,oratappedorweldedattachmenttoresistforcesimposedontheanchorbolt,asrequired.3.1.2manufacturer—themanufactureroftheanchorbolt;thepartythatperformsthecutting,bending,andthreadingoperations.3.1.3producer—themanufacturerofthesteelrodsorbars.3.1.4purchaser—thepurchaserofthefinishedanchorbolt,orhisdesignatedagent.3.1.5responsibleparty—seeSection18;thismaybethemanufacturerorsupplier.3.1.6supplier—theagentwhofurnishesthefinishedanchorboltandnutstothepurchaser;thismaybethemanufacturer.4.Classification4.1Theanchorboltsarefurnishedinthreegradesdenotingminimumyieldstrengthandtwoclassesdenotingthreadclassasfollows:GradeTensilstrenth,ksi(Mpa)DescriptionYieldStrength,min,ksi(Mpa)SizeRange,in.(mm)36(A)58-80(400-558)36(248)1/4~4(6.4~102)5575~95(517~655)55(380)1/4~4(6.4~102)105125~150(862~103