摘要
本文针对中厚板高强螺栓连接，对超长螺栓预拉力的维持能力，厚板高强螺栓抗滑移系数及厚板多栓接头螺栓预拉力的变化分别进行了试验研究．获取了可靠的数据．为中厚板高强螺栓连接应用提供了有价值的参考．
This paper discusses H. S. bolt connecting of medium thick steel plate. The keeping capacityof prestressing force for the overlength bolt, the anislipping coefficient of H. S. bolt for thick steel plate, and thechange of prestressing force on the multiple-bolt connecting joint of thick steel plate have respectively beenexperimented. The reliable data have been obtained. These are valuable reference for application of H. S bolt con-necting of medium thick steel plates.
出处
《钢结构》
1997年第3期43-48,共6页
Steel Construction
关键词
高强螺栓
预拉力
抗滑移系数
多栓连接接头
H.S. bolt prestressing force antislipping coefficient multiple bolt connecting joint
