摘要
介绍了目前常用于设计弯矩和偏心受拉普通螺栓群连接的简化计算方法,指出了其不足之处,然后推导了其更为精确的计算方法,对弯矩和偏心受拉的普通螺栓群连接设计提出了合理建议。
This paper introduces simplified commonly used calculation methods to design common bolts connection under bending moment and eccentric tension.The deficiencies are pointed out,and a more precise calculation method is deduced.Relying on some examples,this paper discussed the position of loads,assignment of bolts,size of boards or bolts diameter influence on the highest pulling force of the bolts,simultaneously analyzes and compares several kinds of calculation methods.Thus,some reasonable suggestions are put forward on the design of common bolts under bending moment and eccentric tension.
出处
《低温建筑技术》
2005年第1期54-56,共3页
Low Temperature Architecture Technology
关键词
普通螺栓
计算方法
偏心受拉
弯矩
common bolts
calculation method
eccentric tension
bending moment
