摘要
混凝土水平折梁当弯折不大时采用连续配筋,经济合理。在折角处按照假定的传力模型计算所需的附加横向钢筋,并合理配置。
In the small bend joint of horizontal concrete beams, continuous reinforcement is reasonable and ecomnomical . Required additionnal bars are caculated based on assumed force trasmission model, and they are disposed by overall consideration.
出处
《工程建设与设计》
2007年第12期14-17,共4页
Construction & Design for Engineering
关键词
水平折梁
连续配筋
横向钢筋
bend joint
continuous reinforcement
lateral bars
