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1、2011M1 / 宝钢 T92钢管焊接性能试验及焊接接头运行评价许建豪1,朱 平2,沈克勤1,赵建仓2,武冬兴1(1.宝山钢铁股份有限公司,上海 201900;2.苏州热工研究院有限公司,江苏 苏州 215004)K1:检验及分析评价了宝钢产 SA-213 T92钢高压锅炉管的焊接工艺性能及焊接接头性能,对 T92钢焊接接头挂管电厂锅炉实炉运行考验,并对服役 1年的T92钢焊接接头进行了高温持久强度试验及评价b结果表明,宝钢T92高压锅炉管焊接工艺性能及接头性能各项技术指标均符合DL/T 868) 2004标准要求,实炉运行业绩良好,服役 1年的 T92管焊接接头高温持久强度总体仍达到或超过G
2、B 5310) 2008aEN10216) 2007标准要求b1oM: T92钢; 焊接性能试验; 焊接接头ms|: TG142. 41 DS: B cI|: 1008- 0716(2011) 01- 0053- 05do:i 10. 3969/.j issn. 1008- 0716. 2011. 01. 011Weldingproperty testsandwelded jointoperation evaluation ofBaosteelT92 steelforhigh pressureboiler tubesXU Jianhao1, ZHU Ping2, SHEN Keqin1, ZH
3、AO Jiancang2 and WU Dongxing1(1. Baoshan Iron& SteelCo., Ltd., Shanghai201900, China;2. SuzhouNuclearPowerResearch Institute, Suzhou215004, Jiangsu, China)Abstract: The test and evaluation of T92 steel for high pressure boiler tubes produced byBaosteelwere made, focusing on its welding process perfo
4、rmance and welded joint properties.Meanwhile, T92 steelwas tested aswelded joints of the power plant boiler tubes. The creep-rupturestrength of those joints was also tested and estimated. The results indicated that the weldingperformance and each technical index of thewelding joints canmeet the requ
5、irements ofDL/T 868)2004 standard. Theoperation stability of thewelded joints is good, and the creep-rupture strength ofthose joints in service for one year still reaches or surpasses the requirement byGB 5310) 2008 andEN 10216) 2007 standards as awhole.Keywords: T92 stee;l welding property tes;t we
6、lded jointyw = 1977M3 2005M8ZvCVY! 26647280E-mail xujianhao baostee.l com0 -2006MSn(USC)?Fg,S7SA-213 T92S=QVVabT921T91PM,S=XgT925#ok,iT925/bz?7?T91QV5kT925b5wAzoVF-4, T92WFPoVoYu3DM8_9v,AhMboh)e1p,HyWFPF9v,B9F)e4,yNA1ST92o#h?k53 / 2011M1,sNST925o?bLVI_oh?KzZT,K1o?S,yNT925hLLV_#1Mk,5S4/ 1b1 o?k1. 1 k
7、53SA) 213 T925,?48. 3 8. 5 mmb1. 2 oHq1. 2. 1 焊接材料SThermanitMTS 616LHo,?2. 4b99. 99%Bbb1. 2. 2 焊接工艺条件oZEGTAW;gT( 60b ? 5b)V;oo;We200e/,;N;oe10 14 kJ/cm,oHWxe;o)o)( 760 ? 10) e 60m inbV1 ossTable 1 Chemical composition of theweldingwire %wC wSi wMn wP wS wCr wMo wV wCu wNb wN wW wN i0. 10 0. 29 0. 68
8、 0. 010 0. 008 9. 11 0. 35 0. 17 0. 02 0. 057 0. 062 1. 64 0. 421. 3 kZEi%GGB /T 228) 20025i%kZE6,MTS- 880Ak,FMq2mm /min,HqyP%9,k? 0. 5%;%vGB /T 4338) 20065%kZE6,e,%kboh?kvDL/T 868) 20045o?6,ivT92?+,9F?a4kb2 oh?s2. 1 ?oh?kTnV2bi?VT92S1p,DL/T 868) 20045o?6,FySX#=54T /P92(m1a2)MbV2 oh?kTTable 2 Test r
9、esults ofmechanicalproperties ofwelded jointsk/eI|Rp0. 2 /MPa Rm /MPa A /%!iCL-1 505 710 14. 5CL-2 500 710 18. 0(502 710 16. 2 )580CL-1 345 400 24. 5CL-2 325 380 23. 0(335 390 23. 8 )600CL-3 310 340 25. 5CL-4 315 340 25. 0(312 340 25. 2 )625CL-5 265 315 21. 5CL-6 280 305 24. 5(272 310 23. 0 )i 4401)
10、 6201) 201) )1)ASME SA213 T921pb54许建豪等 T925o?k#ohN图 1 瓦卢瑞克#曼内斯曼钢管公司T /P92钢屈服强度曲线Fig. 1 Tensile strength curves ofT/P92(V&M )2. 2 4+GDL/T 884) 20045M_/56T92ohM_,sY_ua%uaYuo4F,Tnm3b图 2 瓦卢瑞克#曼内斯曼钢管公司T /P92钢抗拉强度曲线Fig. 2 Y ield strength curves ofT/P92(V&M )huFhf8F,%u10),Yu8)bA/hn#VF+,n#F,9?Cff8F,DL/T 868) 2004S1pb图 3 焊接接头各区域显微组织Fig. 3 M icrostructure of thewelded joint( each zone)2. 3 _o_AwLk,k!z,Duramin- 101A9vGB /T 4340. 1) 1999 5fkZE6kbk200 g,FHW
