摘要
通过对1块普通混凝土板、1块拼接叠合板和1块加强拼接叠合板进行静力载荷破坏性试验,深入研究各试件的破坏特性、承载能力、变形能力及刚度等,并将3块板进行对比分析。试验结果表明,在拼接缝处有可靠的连接构造情况下,拼接叠合板的承载能力较普通现浇板要明显提高,说明结构设计合理。
This article for static load-destructive testing by which 1 ordinary concrete slab, 1 splice laminatedslab and 1 strengthening of laminated slab, and depth study of each specimen that is the characteristics of de-struction, bearing capacity, deformation capacity and stiffness and so on. At the same time the three slabs wereanalyzed. The test results show that, under the patchwork with reliable connections construction, the bearing ca-pacity of splice the laminate to be more significantly than ordinary concrete slab, indicating that the structural de-sign is reasonable.
出处
《安阳工学院学报》
2016年第2期37-39,68,共4页
Journal of Anyang Institute of Technology
关键词
拼接叠合板
拼缝
承载力
变形
splicing laminated slabs
patchwork
bearing capacity
deformation
