摘要
当前的一些钢筋混凝土梁和板由于各种原因,出现了功能性的改变,为协助加固设计技术人员贯彻实施新规范,提高对钢筋混凝土受弯构件的增大截面加固法的认识,对已有RC受弯构件的增大截面加固设计方法从设计、施工方面作了分析研究,并进行了案例计算,以促进钢筋混凝土加固改造行业有序发展.
Based on theoretical analysis, the section-increased method of RC structures flexural member is discussed in the essay, the c, onstruction method of steel-bonded technique is introduced, and a practical project is also calculated. The design method is useful, which provides reference to similar engineering applications.
出处
《浙江水利水电专科学校学报》
2011年第3期44-47,共4页
Journal of Zhejiang Water Conservancy and Hydropower College
关键词
钢筋混凝土结构
受弯构件
增大截面法
加固设计
RC structure
flexural member
section-increased method
strengthening design
