焊接钢筋网在混凝土板中的粘结和搭接长度

Bond strength and splice zone of welded wire fabric in reinforced concrete slabs

本文通过分析钢筋混凝土构件的拔出试验数据，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 splice zon of welded wire mesh were derived by analyzing the test data of reinforced concrete members and referring to the caluledon formulas for the anchomp length in the cunnt specifications. And also, sevend one-way slabs were testal in ordr to trerify the results.