摘要
本文通过分析钢筋混凝土构件的拔出实验数据,结合现行规范锚固长度的计算公式,推导出焊接钢筋网搭接长度计算公式,并用单向板试验予以验证。
In this paper,the equations for the spice zone of welded wire mesh were derived by analyzing the test data of reinforced concrete members and referring to the calculation formulas for the anchorage length in the current specifications. And also, several one - way slabs were tested in order to verify the results.
出处
《河北能源职业技术学院学报》
2003年第4期53-56,共4页
Journal of Hebei Energy College of Vocation and Technology
