超高压容器安全监察规程2

19933701231100MPa1000MPa4252100mm3121.245671100MPa2345.6782509108,9100.015%11V50%FATT512%35%V34JK1c120MPaK1cFATT2502/31/212GB226GB1979221332GB639455GB10561223.51412312V3()100420450%FATT56456.15121617181920212223242526--()--()2732.71.528293031323354HB402034123412mm3mm2mm2mm50mm2mm23mm6mm4mm4mm350mm555050mm55512mm4mm2441.6mm31.6mm31.6mm635Ra0.8m1.6m6.3mRa3.2m3637381PTPT=PtP--MPa--MPat--MPa--=1.101.251.12PT1.5P2315435103030563912341/41/23/40.05mm540123441,42431.23456789104412345674561461234471234.5674849501.2.3.4.5.6.7.8.9.515253R254123631055123415556123455712TJ363581234565915823534560154562593383945R261541212345620mm7621263126465666768121.531.52.0150mm69701.,2.3.717273741990199030771992199321993443199381993913100mm1100mm2100mm321001000MPa3042542541K220.934100MPa0.9-1-7-2-8-6nbPb-1nb3-2nb2.7Faupel15%Faupel0.85nb33X0.85=2.55+3%0.97nb2.72.7X0.97=2.6192.55-2PbABCi1=A1/2+B1/4+C1/3ABC2-3-4K103-2GB150-89282917201402,;3.ASME231VCr-Ni-MoCr-Ni-Mo-V2113JB/ZQ6203-89WJH1-9222Cr2Ni4MoV30CrNi3MoV33CrNdi3MoV34CrNi2MoVEn25(T)HY-100JSWVMCHCr-Mo-VMidvale-Heppen(Cr-Ni-Mo-V)234Ra0.8m3.2m1.6m1.051.152501.13001.131.101.251.121.251.6,1.121.41.120.05mm0.05mm0.05mm[1]1990.5[2]HPLS-C-103-19801983[3]HPLS-C-103-1989[4]Manning,W.R.D,The,OverstrainofTubesbyInter-nalPressure,Engineering159(1945)P.101,183[5]Faupel,J.H.TheBurstingPressureofCylidricalandSpheriealVessels,Trans,ASME,1956,78,PP1031-1064[6]Zai-ShengHuang,TheStrengthofVeryThickCytinders,JCPVT-5Vol.1,P.167,1984[7]Mol.18,No.1,1984.[8]CPVI-210-1985[9]Vol.46,No.1,1989.[10]1983[11]GB150-89[12]Nishihara,M.,Yamaguchi,Y.andhattori,S.,FatigueStrengthofThick-WalledVeryHighPressureCylindersComposedHighStrengthSteelsICPVT-3,P.723.[13]MraZ,G.J.,DevelopmentofDesignCriterinforaHighPressureVesselConstructionCode,ASMEJournalofPressureVesselTechnology,Vol.109,P.256,1987.[14]SirH.Ford,Watson,E.H.andCrossland,B.,ThoughtsonaCodeofPracticerorForgedHigh-PressureVesselsofMonoblocDesign,ASMEJournalofPressureVessesTechhnology,Vol.103,P.2,1981[15]Skelton,W.J.andCrossland,B.,HighPressureSafety:AReviewofHighPressureEquimentDevelopmentattheQueensUniversityofBelfast,Int.J.Pres.Ves&Piping,Vol.8,P.377,1980[16]Manning,W.R.D.,BurstingPressurastheBasisforCylinderDesign,ASMEJournalofPressureVesselTechnololgy,Vol.100,P.374,1978[17]Karl,E.,TheFatigueStrengthofThick-Walledcylinders,HighPressureinScienceandTechnology,Proceedingofthe9thAIRAPTInternationaIHighPressureConfer-ence,Albany,N.Y.,JULY2429,1983,Part[18]1973-1980[19]No,6,1980,P4654[20]No,2,1991.[21]No.51991[22]JB/ZQ6203-891989[23]JB/ZQ4026-89[24]1985[25]1987[26]250-2Vol.2,No.1,1985[27]No.3,1986[28]Ress,D.W.A.,ATheoryofAutofrettagewithApplicationstoCreepandFatigue,Int.J.Pres.Ves.&Piping,Vol.30,No.1,1987[29]Vol.126No,3,1989[30]Crossland,B.,VesselsforVeryHighPressure,DevelopmentsinPressureVesselTechnology-4,DesignandSpecificApplications,EditedbyR.W.Nichols,AppliedSciencePublishers,LondonandNewYork,1983[31][]D.F.Witkin,G.J.Mraz,10/(270MPa)No.5,1977[32][]GUNNARHARKEGARD,ICPVT-41983[33][]K.Chiba,T,Iwadate,J.Watanabie,H.Takeda,,ICPVT-4,,1983.[34]Smolem,A.ProposedRulesforGeneralRequirementeSection,Division3,ASMEPVPConference,1993