Numerical Simulation Analysis of Deformation of Concrete Hollow Slabs Based on Embedded
Small-spacing Steel Beams
胡望① HU Wang；唐超② TANG Chao
（①湖南城建职业技术学院，湘潭 411101；②湖南联智科技股份有限公司，长沙 410203）
（①Hunan Urban Construction College，Xiangtan 411101，China；②Hunan Lianzhi Technology Co.，Ltd.，Changsha 410203，China）
摘要： 研究基于嵌入式小间距钢梁楼盖混凝土空心板变形，与对比原结构 0.5倍缩小比例的模型进行软件模拟分析并与试验结论进行对比，对小间距钢梁混凝土空心楼盖竖向加载试验，分别得到嵌入式小间距钢梁混凝土空心楼盖模型在使用阶段的竖向变形特征。通过试验结果和和数值分析，得出在使用阶段混凝土空心板的变形情况，对比试验模型和数值分析模型的空心板变形情况，供此类结构混凝土空心板变形研究及应用参考。
Abstract: The study is based on the deformation of the concrete hollow slab of the embedded small-spacing steel beam floor, and the software simulation analysis is carried out with the 0.5 times reduced scale model of the original structure and compared with the experimental results. The vertical loading of the small-spacing steel beam concrete hollow floor Through the experiment, the vertical deformation characteristics of the embedded small-spacing steel beam concrete hollow floor model in the use stage were obtained respectively. Through the test results and numerical analysis, the deformation of the concrete hollow slab in the use stage is obtained, and the deformation of the hollow slab of the experimental model and the numerical analysis model is compared, which is a reference for the deformation research and application of the concrete hollow slab of this kind of structure.
关键词： 嵌入式；空心板变形；数值分析
Key words: embedded；hollow plate deformation；numerical analysis
中图分类号：TU391 文献标识码：A 文章编号：1006-4311（2022）22-142-03
DOI:10.3969/j.issn.1006-4311.2022.22.047.
文章出处：胡望,唐超. 基于嵌入式小间距钢梁楼盖混凝土空心板变形的数值模拟分析[J]. 价值工程,2022,41(22):142-144.
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