摘要
通过引入裂缝的概念,给出了钢-混凝土结合梁负弯矩区混凝土裂缝宽度的计算方法及研究现状,并给出对应的计算公式。介绍了负弯矩区混凝土裂缝成因,并从设计计算和施工两方面提出控制措施。
This paper gives a detailed calculation method of concrete crack width and research status of negative moment area of steel-concrete girder by introducing the concept of crack, and gives the corre- sponding calculating formula. It introduced the causes of the cracks in negative moment area and then put forward the control measures from two aspects of the calculation and construction.
出处
《交通科技》
2014年第3期41-44,共4页
Transportation Science & Technology
关键词
钢-混凝土结合梁负弯矩区
裂缝控制措施
steel-concrete composite beam
negative moment regions
crack
control measures