| 覆土地下车库顶板结构受力性能对比 |
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| 引用本文： | 单体庆,吴士德,孙修礼.覆土地下车库顶板结构受力性能对比[J].大众科技,2014(10):47-48. |
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| 作者姓名： | 单体庆 吴士德 孙修礼 |
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| 作者单位： | 青岛农业大学建筑工程学院,山东 青岛,266109 |
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| 基金项目： | 青岛农业大学“大学生科技创新”资助项目。 |
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| 摘 要： | 文章结合工程实例某商业地下车库,探讨了不同覆土厚度下车库顶板分别采用主梁＋大板结构、主次梁结构和主梁＋柱帽＋大板结构时顶板和梁的配筋面积。研究结果不仅为覆土车库顶板结构的受力分析提供了必要的理论基础,而且对覆土车库顶板结构形式的选择具有较好的参考价值。
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| 关 键 词： | 地下车库 覆土 顶板结构 受力性能 |
Study on the dynamic response of cable stayed bridges |
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| Abstract: | Associated with engineering example of a commercial underground garage, reinforcement area of slab structure and beam were discussed under different thickness of covering soil. The slab structure can be designed as beam ＋ slab structure, primary and secondary girder and beam ＋ column cap ＋ slab structure. The research results not only for the soil covered garage roof structure stress analysis provides the necessary theoretical basis, but also has a good reference value on the overburden garage roof structure form selection. |
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| Keywords: | Underground garage covering soil slab structure mechanical behavior |
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