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Ti-Zr-Cu-Ni-Co-Mo钎料的特性及其钎焊γ-TiAl接头的研究 被引量:6
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作者 李力 李小强 +2 位作者 李志锋 朱德智 屈盛官 《稀有金属材料与工程》 SCIE EI CAS CSCD 北大核心 2017年第8期2214-2219,共6页
采用SEM、EDS、XRD、TEM、DSC等对晶态和快速凝固Ti-25.65Zr-13.3Cu-12.35Ni-3Co-2Mo钎料的显微组织、熔化特性及相应钎焊γ-TiAl接头的界面显微组织进行了分析,并检测了钎焊接头的抗拉强度。结果表明:快速凝固Ti-Zr-Cu-Ni-Co-Mo钎料呈... 采用SEM、EDS、XRD、TEM、DSC等对晶态和快速凝固Ti-25.65Zr-13.3Cu-12.35Ni-3Co-2Mo钎料的显微组织、熔化特性及相应钎焊γ-TiAl接头的界面显微组织进行了分析,并检测了钎焊接头的抗拉强度。结果表明:快速凝固Ti-Zr-Cu-Ni-Co-Mo钎料呈非晶态,其熔化区间比相应晶态的明显窄,且在γ-TiAl表面具有良好的润湿铺展性能。晶态和非晶态2种钎料的钎焊接头均包含界面反应层Ⅰ和中心钎焊层Ⅱ;当钎焊时间为10 min、钎焊温度为925~1050℃时,随钎焊温度的升高,2种钎料的接头的抗拉强度均先增大后减小,且非晶钎料钎焊接头具有更高的抗拉强度。采用非晶钎料经1000℃钎焊10 min获得的接头的抗拉强度最大,为302 MPa。 展开更多
关键词 Ti-Zr-Cu-Ni-Co-Mo钎料 Γ-TIAL合金 钎焊工艺特性 显微组织 抗拉强度
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焊接专利
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《焊接》 北大核心 2005年第2期8-8,共1页
关键词 气助激光切割 铝制品 钎焊特性 焊接专利
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Interfacial characteristics of high frequency induction brazed Cu and pre-metalized graphite joints
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作者 谢凤春 张丽霞 +1 位作者 何鹏 冯吉才 《Journal of Central South University》 SCIE EI CAS 2009年第6期902-905,共4页
Oxygen-free copper and pre-metalized graphite were brazed using CuNiSnP braze alloy by high frequency induction heating method. Interracial microstructures and reaction phases were analyzed by scanning electron micros... Oxygen-free copper and pre-metalized graphite were brazed using CuNiSnP braze alloy by high frequency induction heating method. Interracial microstructures and reaction phases were analyzed by scanning electron microscopy (SEM) and energy dispersive X-ray spectroscopy (EDS). The strength and resistance of the joints were tested. It is found that when the brazing parameters are optimized, the structures of the joints are graphite/(Cu,Ni)/Ni(s.s)+NixPy/Cu3P+Cu(s.s) (including Sn)+eutectic structures (Cu3P+Ni3P+Cu(s.s)/Cu (s.s)/Cu). When the temperature increases to 750℃ or the holding time prolongs to 300 s, the eutectie structures disappear and the amount of Cu3P increases. The maximum shear strength of the joints is 5.2 MPa, which fracture at the interface of graphite and metallization. The resistance of the joints is no more than 5 mΩ. 展开更多
关键词 GRAPHITE high frequency induction brazing MICROSTRUCTURES STRENGTH resistance
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