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高强度大六角头螺栓连接副扭矩系数的复验
引用本文:刘守智,王爱琴.高强度大六角头螺栓连接副扭矩系数的复验[J].山西冶金,1999(2).
作者姓名:刘守智  王爱琴
作者单位:太钢重点办 (刘守智),太钢工程质量处(王爱琴)
摘    要:介绍了高强度大六角头螺桧连接副扭矩系数的复验方法,并分析讨论了影响扭矩系数的相关因素

关 键 词:高强度螺栓  扭矩系数  离散性  施工扭矩  影响因素

Test on Twisting Moment Confficient for High Strength Connecting Bolt
Emphases Project Office of TISCO. Liu Shouzhi Enginerring Quality Management Office of TISCO. Wang Aiqin.Test on Twisting Moment Confficient for High Strength Connecting Bolt[J].Shanxi Metallurgy,1999(2).
Authors:Emphases Project Office of TISCO Liu Shouzhi Enginerring Quality Management Office of TISCO Wang Aiqin
Affiliation:Emphases Project Office of TISCO. Liu Shouzhi Enginerring Quality Management Office of TISCO. Wang Aiqin
Abstract:Introduce the test means of twisting moment coefficient for high strength and big tur-retconnecting bolt,and analyses its influence factors.
Keywords:high strength bolt  tmisting moment coefficient  dispersion  constraction twisting moment  influence factors  
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