NBT 47003.1-2022 矩形常压容器设计英文计算书计算表

ProcessEquipmentCalculationSheetAutoPVCopyright©2017-date\@YYYY2024AutoPVAllRightsReserved.G型-二层中间联杆-1CompanyAutoPVCalculationStandardNB/T47003.1-2022InputsSketchDesignTempature,td℃100PPillarRoofTopRodSecondRod5002000106010900601050030006010600FirstRodOperatingMediaDensity,ρokg/m³1000Quantity/2Width,Lmm3000Height,Hmm2000RodLength,LRmm2000Test盛(充)水试验PillarMaterialStdGB/T700-2006MaterialNameQ235BSectionSteelStandardGB/T706-2016SectionSteelNorm.等边角钢-∠60×60×6-X轴Spacing,Lpmm500RoofMaterialStdGB/T3274-2017MaterialNameQ235BCorrosionAllowance,C2tmm1NominalThickness,δntmm10TopRodMaterialType型材MaterialStdGB/T700-2006MaterialNameQ235BCorrosionAllowance,C2rtmm1.5Height,Brtmm60NominalThickness,δnrtmm10Wall1MaterialStdGB/T3274-2017MaterialNameQ235BCorrosionAllowance,C21mm1NominalThickness,δn1mm10Height,H1mm900FirstRodMaterialType型材MaterialStdGB/T700-2006MaterialNameQ235BCorrosionAllowance,C2r1mm1.5Height,Br1mm60NominalThickness,δnr1mm10Wall2MaterialStdGB/T3274-2017MaterialNameQ235BCorrosionAllowance,C22mm1NominalThickness,δn2mm10Height,H2mm600SecondRodMaterialType型材Wall3MaterialStdGB/T3274-2017MaterialStdGB/T700-2006MaterialNameQ235BMaterialNameQ235BCorrosionAllowance,C23mm1CorrosionAllowance,C2r2mm1.5NominalThickness,δn3mm10Height,Br2mm60Height,H3mm500NominalThickness,δnr2mm10/MaterialPropertiesTopRodDensity,ρrtkg/m³7850Wall1Density,ρ1kg/m³7850NegativedeviationofMaterialThickness,C1rtmm0NegativedeviationofMaterialThickness,C11mm0.9DesignStress,rtMPa126DesignStress,t1MPa126DesignYoung’sModules,Ert103×MPa197DesignYoung’sModules,Et1103×MPa197NegativedeviationofRoofThickness,C1tmm0.9Wall2Density,ρ2kg/m³7850FirstRodDensity,ρr1kg/m³7850NegativedeviationofMaterialThickness,C12mm0.9NegativedeviationofMaterialThickness,C1r1mm0DesignStress,t2MPa126DesignStress,r1MPa126DesignYoung’sModules,Et2103×MPa197DesignYoung’sModules,Er1103×MPa197Wall3Density,ρ3kg/m³7850SecondRodDensity,ρr2kg/m³7850NegativedeviationofMaterialThickness,C13mm0.9NegativedeviationofMaterialThickness,C1r2mm0DesignStress,t3MPa126DesignStress,r2MPa126DesignYoung’sModules,Et3103×MPa197DesignYoung’sModules,Er2103×MPa197PillarCross-SectionFactor,[Zp]mm35410PillarUnitWeight,mppkg/m5.43PillarUnitSurfaceArea,Appm2/m0.235PillarDesignStress,pMPa120IntermediateProcessCalculationGravitationalAcceleration,gm/s2g=9.819.81MediumStaticpressure,PcMPaPc=ρogH×10-9=1000×9.81×2000×10-90.0196RoofThicknessAddition,CtmmCt=C1t+C2t=0.9+11.9RoofEffectiveThickness,,δetmmδet=δnt–Ct=10–1.98.1TopRodEffectiveHeight,BertmmBert=Brt–2C2rt=60–2×1.557ThicknessAddition,CrtmmCrt=C1rt+2C2rt=0+2×1.53EffectiveThickness,δertmmδert=δnrt–Crt=10–37Wall1ThicknessAddition,C1mmC1=C11+C21=0.9+11.9EffectiveThickness,δe1mmδe1=δn1–C1=10–1.98.1Height,H1mmH1=0.45×H=0.45×2000900Ratio,H1/Lp/H1/Lp=900/500=1.8StressCal.Factor,α1/H1/LpTable270.045918DeflectionCal.Factor,β1/H1/LpTable270.050824Cal.Height,h1mmh1=H1=900900FluidStaticpressure,Pc1MPaPc1=ρogh1×10-9=1000×9.81×900×10-90.01FirstRodEffectiveHeight,Ber1mmBer1=Br1–2C2r1=60–2×1.557ThicknessAddition,Cr1mmCr1=C1r1+2C2r1=0+2×1.53EffectiveThickness,δer1mmδer1=δnr1–Cr1=10–37Wall2ThicknessAddition,C2mmC2=C12+C22=0.9+11.9EffectiveThickness,δe2mmδe2=δn2–C2=10–1.98.1Height,H2mmH2=0.3×H=0.3×2000600Ratio,H2/Lp/H2/Lp=600/5001.2StressCal.Factor,α2/H2/LpTable270.0302DeflectionCal.Factor,β2/H2/LpTable270.030808Cal.Height,h2mmh2=H1+H2=900+6001500FluidStaticpressure,Pc2MPaPc2=ρogh2×10-9=1000×9.81×1500×10-90.01Sec.RodEffectiveHeight,Ber2mmBer2=Br2–2C2r2=60–2×1.557ThicknessAddition,Cr2mmCr2=C1r2+2C2r2=0+2×1.53EffectiveThickness,δer2mmδer2=δnr2–Cr2=10–37Wall3ThicknessAddition,C3mmC3=C13+C23=0.9+11.9EffectiveThickness,δe3mmδe3=δn3–C3=10–1.98.1Height,H3mmH3=0.25×H=0.25×2000500Ratio,H3/Lp/H3/Lp=500/5001StressCal.Factor,α3/H3/LpTable270.02327DeflectionCal.Factor,β3/H3/LpTable270.022147Cal.Height,h3mmh3=H1+H2+H3=900+600+5002000FluidStaticpressure,Pc3MPaPc3=ρogh3×10-9=1000×9.81×2000×10-90.02PillarCalculationRequiredCross-SectionFactor,Zp1mm3Z=500×-2377.35RequiredCross-SectionFactor,Zp2mm3Z=500×-2377.35RequiredCross-SectionFactor,Zp3mm3Z=500×-2377.35RequiredCross-SectionFactor,Zpmm3Z=max-2377.35Cross-SectionFactorCheck/[Zp]≥Zp5410≥-2377.35合格TopRodCalculationCombinedsectionTotalHeight,kmmk=δet+Bert=8.1+5765.1CombinedsectionSize,nmmn=20δet–δert=20×8.1–7155CombinedsectionCenterofGravityDistance,e1mme=11.64CombinedsectionCenterofGravityDistance,e2mme2=k-e1=65.1-11.6453.46CombinedsectionInertiaMoment,Ixmm4I=439374.69CombinedsectionFactor,Zxmm3Zx=Ix/max{e1,e2}=439374.69/max{11.64,53.46}8218.71TensileStressCausedbySelf-Weight,σMPaσ=46.69BendingStressCausedbySelf-Weight,σMPaσ=20.83TensileStressCausedbyHydrostaticPressure,σMPaσ=0.41Max.Stress,σMPaσ67.93StressCheck/σR,max≤[σ]rt67.93≤126合格Wall1CalculationCalculatedThickness,δc1mmδ1.55Min.FormedThickness,δmin1mmδ3DesignThickness,δd1mmδd1=max(δc1,δmin1)+C21=max(1.55,3)+14ThicknessCheck/δn1≥δd1+C1110≥4+0.9合格AllowableDeflection,[f1]mmf=5×26.96MaxDeflection,f1,maxmmf0.13DeflectionCheck/f1,max≤[f1]0.13≤26.96合格FirstRodCalculationTensileStressCausedbySelf-Weight,σMPaσ128.01BendingStressCausedbySelf-Weight,σMPaσ=4.05TensileStressCausedbyHydrostaticPressure,σMPaσ=11.41Max.Stress,σMPaσ=128.01+4.05+11.41143.47StressCheck/σR,maxr1≤[σ]r1143.47≤126不合格Wall2CalculationCalculatedThickness,δc2mmδ=500×2.91Min.FormedThickness,δmin2mmδ3DesignThickness,δd2mmδd2=max(δc2,δmin2)+C22=max(2.91,3)+14ThicknessCheck/δn2≥δd2+C1210≥4+0.9合格AllowableDeflection,[f2]mmf=5×25.73MaxDeflection,f2,maxmmf=0.22DeflectionCheck/f2,max≤[f2]0.22≤25.73合格SecondRodCalculationTensileStressCausedbySelf-Weight,σMPaσ128.01BendingStressCausedbySelf-Weight,σMPaσ=4.05TensileStressCausedbyHydrostaticPressure,σMPaσ=6.05Max.Stress,σMPaσ=128.01+4.05+6.05138.11StressCheck/σR,maxr2≤[σ]r2138.11≤126不合格Wall3CalculationCalculatedThickness,δc3mmδ=500×3.08Min.FormedThickness,δmin3mmδ3DesignThickness,δd3mmδd3=max(δc3,δmin3)+C23=max(3.08,3)+14.08ThicknessCheck/δn3≥δd3+C1310≥4.08+0.9合格AllowableDeflection,[f3]mmf=5×25.25MaxDeflection,f3,maxmmf=0.23DeflectionCheck/f3,max≤[f3]0.23≤25.25合格PhysicalCharacteristics(ForReferenceOnly)ItemUnitSingleQuantityTotalWallSurfaceArea(oneside)m26212WallWeightkg4712942PillarWeightkg10.8612130.32TopRodWeightkg9.4212113.04FirstRodWeightkg9.4212113.04SecondRodWeightkg9.4212113.04

23.顶板-2顶板-2CompanyAutoPVCalculationStandardNB/T47003.1-2022InputsSketchDesignPressure,PdMPa0101020003000DesignTempature,td℃100Quantity/1Test盛(充)水试验MaterialCategory碳素钢MaterialType板材MaterialStdGB/T3274-2017MaterialNameQ235BCorrosionAllowance,C2mm1NominalThickness,δnmm10PlateLength,Lmm3000PlateWidth,Wmm2000MaterialPropertiesDensity,ρ0kg/m³7850AllowedStressatDesignTemp.,tMPa126NegativedeviationofMaterialThickness,C1mm0.9Young'sModulusatDesignTemp.,Et103×MPa197IntermediateProcessCalculationDensity,ρmkg/mm3ρm=ρ0×10-9=7850×10-9=0.00000785GravitationalAcceleration,gm/s2g=9.819.81AdditionalLoads,PaMPaPa=1.2×10-30.001