钢筋混凝土“下板梁”箍筋配置建议  

SUGGESTION ON STIRRUP OF REINFORCED CONCRETE DOWNSLAB-BEAM

作　　者：李玉[1] 

机构地区：[1]平顶山工学院,平顶山467001

出　　处：《工业建筑》2006年第8期95-96,共2页Industrial Construction

摘　　要：鉴于钢筋混凝土下板梁腹板的工作受力状态对结构安全的影响,提出下板梁箍筋配置建议,列出常用材料和常用梁宽情况下下板梁箍筋最大间距值,可供类似工程参考。In view of influence of reinforced concrete downslab-beam web stress state on structure safety, it is proposed a suggestion on stirrup of reinforced concrete downslab-beam and it is also listed the table of stirrup maximum spacings for common materials and normal width of beam, which provides experience for engineering practive.

关 键 词：钢筋混凝土 下板梁 箍筋 

分 类 号：TU755.3[建筑科学—建筑技术科学]