摘要
某新建框架结构主体完工后,框架梁产生了斜裂缝,为了明确梁开裂原因及其是否对房屋结构安全造成了影响,业主委托有资质的检测单位对该框架梁开裂进行了检测鉴定。通过对该梁进行检测及分析开裂原因,提出了对参与斜截面抗剪的斜向布置箍筋进行数量折减,建议了针对斜向布置箍筋的梁斜截面抗剪承载力计算公式,给出了检测鉴定结论和加固处理意见。
After the completion of the main body of a new frame structure,cracks occurred in the frame beam.In order to clarify the causes of cracking of the beam and whether it has an impact on the safety of the building structure,the owner consigned a qualified testing unit to detect and identify the cracking of the frame structure beam.Through analyzing the beams detection and cracking reason,this paper proposed to participate in the oblique section shear oblique layout stirrup quantity reduction,suggested that the beam inclined section for oblique layout stirrup formula of shear,and gave the testing result and the opinion of reinforcement.
作者
宋小辉
陈果
曹淑上
江兆南
刘有为
SONG Xiaohui;CHEN Guo;CAO Shushang;JIANG Zhaonan;LIU Youwei(Chongqing Research Institute of Building Science,Chongqing 400010,China)
出处
《四川建筑科学研究》
2022年第6期54-60,共7页
Sichuan Building Science
基金
重庆市建设科技项目(城科字2020第2﹣4)。
关键词
梁开裂
检测鉴定
斜向布置箍筋
抗剪计算
加固处理
cracking of the beam
detect and identify
oblique layout stirrup
formula of shear
reinforcement treatment
