SN 559-2007 Masonry and foundation bolts incl. Ins

+2P0October2007Masonryandfoundationboltsincl.InstallationSN559DimensionsinmmDevelopedonthebasisofDIN5291FieldofapplicationThisstandardcoversmasonryandfoundationboltswiththreadsM8toM64.Theyareintendedforembeddinginmasonry,concretefoundationsetc.Thedesignoftheshankisleftopenwithingivenmaximumdimensions(spacerequirement).TwopreferredshanktypesaccordingtoDIN529areindicatedinthisstandardwithdimensionsanddesignations(typeletters).Strippingforcesarenotindicated,asthesedependessentiallyontheimbeddingofthebolt.Thetestingforces(loadcapabilities)applicabletotheunembeddedshankportionarethoseofstrengthcategory5.6asinDINISO898-1.2DimensionsShanktypes:ThepreferredtypeistypeAasinDIN529.threadendDIN78-KorthreadendDIN78-Latmaker'soptionu(incompletethread):max.2Px1accordingtoDIN76-1Shankdiameter=threaddiameter(normalshank)or≈flankdiameter(reducedshaft)attheoptionofthemanufacturer.Table1ThreaddM8M10M12M16M20M24M30M36M42M48M56M64P1)1,251,51,7522,533,544,555,56b2025304050607590105120140160amax.253240556580100120140160185210cmax.55557090110130160190230260290340lWeightsoftypesAandB(7.85kg/dm²)inkgperunit800,041000,050,091250,060,100,151600,070,120,180,342000,090,170,210,410,682500,180,260,490,801,203200,320,600,971,462,414000,731,171,742,864,275000,881,422,103,415,077,126301,742,564,136,118,5411,518002,163,165,087,4710,3913,9219,5310003,876,199,0712,5616,7623,3931,1912504,767,5711,0715,2820,3128,2337,5016009,5213,8619,0925,2835,0046,34200011,7417,0623,4430,9742,7356,44250021,0528,8838,0752,4069,07320048,0165,9386,75Perm.anchorforceFA[kN]2)2,84,571422,5335379110145203271HexagonnutISO4032–strength5M8M10M12M16M20M24M30M36M42M48M56M64WasherSN8088,410,513172125313743505866Thepreferredlengthsareshownintheareabetweentheboldsteppedlines.Nodefinedtolerancesareindicatedforthelengthl.Theydependupontherespectiveshapeoftheboltinusualmanufacture.Forfootnotesseepage3Continuedonpages2and3Bearbeitet:NormungThereproduction,distributionandutilizationofthisdocumentaswellasthedisclosureofitscontenttootherswithoutpriorexplicitwrittenconsentofSMSDemagAGisprohibited.Holderhastoprotectthisdocumentagainstunauthorizedwithdrawalofthirdparties.Offenderswillbeheldliableforthepaymentofdamages.Allrightsreservedincaseofpatent/utilitymodel/trademarkprotection.14.12spacerequirementforshankNoguaranteecanbegiveninrespectofthistranslationInallcasesthelatestGerman-languageversionofthisstandardshallbetakenasauthoritativeThiscopywillnotbeupdatedincaseofchanges!Page2SN559:2007-103ShanktypesTypeA(preferredtype)TypeB(asfromM16)*)higheryvaluesuponagreementg=extendedlengthTable2ThreaddM8M10M12M16M20M24M30M36M42M48M56M64a±3TypesA&B24303648607595115135155180200c±5TypeA45556585105125155190220250290335TypeA303845607590115135155180210235g≈TypeB---45557090110125140165185d2through-hole-1216202528354048546270emin.3545557085100120140160180210250t1max.3)-200250320400500600700800100011001300t2-100vmin.-253035405060801051201251554TechnicaldeliveryconditionsPreferredstrengthcategory:5.6asinDINISO898-1OthertechnicaldeliveryconditionsasformasonryandfoundationboltsofDIN529.5DesignationsDesignationofamasonryandfoundationbolt,shanktypeA,withthreadd=M20asinDIN529,lengthl(nom.size)=400mmandstrengthcategory5.6:MasonryandfoundationboltDIN529–AM20x400–5.66Installation(oftypesAandB)DimensionsaregiveninTables1and2Forfootnotesseepage3withoutboltandnutseetable2grouting(SN201)washer4)SN808))∅shimpackPage3SN559:2007-107Installation(oftypeBwithrod)BAdemin.x1x2T1+T2forsheetsteelcasedirectinconcreteBLBDM16708040420608023016M2085100505007510029020M24100120606009011031024M301201507570011012033030M361401809080013015035036M4216021010590015517042042M48180240120110018019049048M56210280140120021022055055M642503201601400230250650608ReferencedstandardsDIN76-1RunoutandundercutformetricISOthreadsaccordingtoDIN13DIN78Threadends;protrusionsofboltendsformetricISOthreadsaccordingtoDIN13DIN529MasonryandfoundationboltsDIN1045-1Concrete,reinforcedandprestressedconcretestructures.Design.DINENISO898-1Mechanicalpropertiesoffasteners;Bolts,screwsandstudsDINENISO4032Hexagonnuts,style1;ProductgradesAandB(ISO4032:1999)DINENISO4759-1Tolerancesforfasteners;Part1:Bolts,screws,studsandnuts;ProductgradesA,BandCSN201Executionofstructuresandfoundations;InstructionsSN403Perm.boltloadsforboltsofstrengthcategory8.8.Operatingloads,pretensioningforces,tighteningtorques,pretensioningunitsSN808Roundwashersforprestressed,high-strengthscrewconnectionsVDI2230,sheet1Systematiccalculationofhighdutyboltedjoints;JointswithonecylindricalboltRevisionofOctober2007Previouseditions“ExclusionfromuseinSAP”hasbeendropped.2002-06,2003-07,2007-041)P=threadpitch(coarse-pitchthread)2)ThepermissibleanchorforcesFAapplytomasonryandfoundationbolttypesAandBinmaterialgrade5.6at70%utilizationoftheyieldpointandagripratiooflk/d6.3)t1dimensionsarebasedonroundedvaluesof20xd,withoutregardtothequalityoftheconcrete,reinforcementetc.FormoreexactcalculationstheinstructionsgiveninDIN1045-1,10.7,andVDI2230,sheet1,mustbefollowed.4)Washersandnutsmustbeseparatelyspecifiedinthebillofm