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(,300301):———。,。、,Ф121mm×36mm。:;;;;:TH878+.2%%:B%:1001-2311(2010)03-0055-05StudyonUltrasonicDetectionMethodforInnerFlawofExtra-heavy-wallSteelTubeZhaoRenshun(TianjinPipe(Group)Corporation,Tianjin300301,China)Abstract:Elaboratedhereintheessayistheultrasonicdetectionmethod———thedeformedtransversalwaveanglebeamprocessasusedforinnerflaw-detectingofextra-heavy-wallsteeltube.Withtheprobeincidentangleselectedwithintherangesmallerthanthefirstcriticalangle,therefractedlongitudinalwaveisobliquelyshotontheoutersurfaceofthetubetoproducedeformedtransversalwavesoastodetectthetube’sinnerlongitudinalflaws.Elaboratedarethemainaspectsoftheprocessasbeingusedtodetectextra-heavy-walltubeflaw,coveringdetermi-nationoftheprobeincidentangle,adjustmentofthedetectionsensibility,andwaveshapediscrimination,etc.TheeffectivenessofthedetectionprocessisverifiedafterbeingactuallyusedtoinspecttheФ121mm×36mmtubes.Keywords:Extra-heavy-wallsteeltube;Ultrasonicdetection;Deformedtransversalwave;Probeincidentangle;Waveshapediscrimination0t/D∧0.2。,,。,,。,。,,,。1,,,ααα,,。2:①(α≤α∧α);②。1。(1969-),,,,。STEELPIPEJun.2010,Vol.39,No.32010639355②rR≥sinβS≥CSCL,:rR≥CSCL(1)βS———,(°);CS———,3230m/s;CL———,5900m/s;rR———、。(1)t/D≤0.2。,,t/D≤0.2,,。,t/D∧0.2,αα,。2、,α,,,(),()。/(2),α(27.6°),TLS,10%,,;TLL,25%[1],,[2],。,。2.1,,。,,,,(3),,。:sinβ=rR(2)β———()L—α—S—R—r—βS—D—12/3STEELPIPEJun.2010,Vol.39,No.356(a)(b)4121.0194.0/mm/mmt/D/(°)360.297520.02450.231926.94190.7470.246525.38165.0490.297020.07159.0460.289320.86152.4350.229727.19140.0320.228627.31141.3360.254824.49,(°)。Ф121mm×36mm,(2):β=arcsinrR=arcsin24.560.5=23.89°:sinβCS=sinθCLθ=arcsin(CLCSsinβ)=arcsin(59003230×sin23.89°)=47.7°αmax:αmax=arcsin(CL1CL×sinθ)=arcsin(27305900×sin47.7°)=20.02°CL1———,CL1=2730m/s。,,。。,,α:arcsinCL1CL≤α≤arcsin(rR·CL1CS)(3)(3),、r/R,。,,:αmax=arcsin(rR·CL1CS)(4)Ф121mm×36mm,:αmax=arcsin(24.560.5×27303230)=20.02°,。,,(4),,。,t/D∧0.2,t/D∧0.2,。18。1,。,。2.2,;。GB/T5777-2008[3],1~15MHz。,2.5MHz。2.3,,Ф121mm×36mm,,,,4。4aΦ2mm、25mm,,2/2mm;4bGB/T5777-200840mm×1mm×1.5mm(××),1。1:2010639357(b)6Φ121mm×36mm(F)(a)Ф2,25,240,1,1.5/mm/dB3032、18°,CTS-23B,80%。2。,。,。3,、(,,),、。,,,,5。Φ121mm×36mm20.02°,18°。18°Φ121mm×36mm,,(6)。α=18°,r=24.5mm,R=60.5mm,:sin18°2730=sinβ5900β=arcsin(59002730×sin18°)=41.9°△AOB,W1:W1=2Rcosβ=2×60.5×cos41.9°=90mm6a,3,30mm/。:sin41.9°5900=sinβ13230β1=arcsin(32305900×sin41.9°)=21.5°:sinγR=sinβ1rγ=115.5°,θ=43°,:sinβ1r=sinθW2W2:W2=24.5×sin43°/sin21.5°=45.8mm:W2L=45.8×5900/3230≈84mm:2Ф121mm×36mm5STEELPIPEJun.2010,Vol.39,No.358x=3+84/30=5.86.1(6b),,。,。44.1,0,()10。(),,,80%,,。。,,6~10dB,,。,,,,,。,,,,。4.2,,,110%,。,,,。110%,,。3,。,,1/3,1/3,10%。5Ф121mm×36mm45MnCrMo,,,,。,,,。7B100。6(1)t/D∧0.2,。,,,。(2),,。(3),,,,,,。7[1].[M].:,2005:27.[2],.[M].:,2002:859-860.[3].GB/T5777-2008[S].:,2008.(:2010-03-15)7B:2010639359
本文标题:超厚壁钢管内壁缺陷的超声波探伤方法研究
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