摘要
对粘钢加固钢筋混凝土叠合板受弯性能进行了试验研究,并与工程中通用的钢筋混凝土板和单一叠合法加固板进行试验对比分析,试验结果表明:在叠合层混凝土厚度和强度相同条件下,采用底部粘钢加固钢筋混凝土叠合板可以大幅度提高板的抗弯承载力和刚度,且加固效果明显。
The experiments were conducted with flexural behavior of steel reinforced concrete composite slabs strengthened by gluing steel plates,and through the comparison and analysis of steel reinforced concrete composite slabs,the results show that:under the condition of the same thickness and strength of the laminated concrete,the flexural bearing capacity and stiffness of reinforced concrete composite slabs can be greatly improved by gluing steel plates,and the reinforcement effect is obvious.
作者
刘泽东
Liu Zedong(Zhangjiakou Municipal Development And Construction Holding Group Co.,Ltd.,Zhangjiakou 075000,China;Zhangjiakou Yuanye Construction Engineering Co.,Ltd.,Zhangjiakou 075000,China)
出处
《山西建筑》
2023年第9期63-65,共3页
Shanxi Architecture
关键词
粘钢
加固
叠合板
受弯性能
gluing steel plate
strengthen
composite slabs
flexural behavior
