| 大跨度双向组合楼盖在万轩综合楼中的应用 |
| |
| 作者单位： | 深圳市电子院设计有限公司 深圳518031(毛仁兴，周树勋)，清华大学 北京100084(聂建国)，中国电子工程设计院 北京100840(温凌燕) |
| |
| 摘 要： | 万轩综合楼为一栋28层的综合性办公楼,因层高及建筑专业使用空间净高的限制,要求标准层内部结构梁高只能做到500mm。因而从地面以上层3至屋面,核心筒南北两侧17.4m×17.4m范围内采用双向组合楼盖。介绍了双向组合楼盖的有限元分析方法、试验、施工、节点构造以及现场实测挠度结果。双向组合楼盖承载力高、延性好、梁的跨高比可做到34∶1,可增大建筑空间,减轻结构自重。
|
| 关 键 词： | 双向组合楼盖 试验 节点构造 挠度 |
Application of Long Span Two-way Steel-concrete Composite Floor to Wanxuan Building |
| |
| Mao Renxing,Zhou Shuxun,Nie Jianguo,Wen Lingyan China Electronics Eng.Design Inst.,Shenzhen Electronics Design Institute Co.,Ltd.,Shenzhen ,China Tsinghua University,Beijing ,China, China Electronics Engineering Design Institute,Beijing ,China. Application of Long Span Two-way Steel-concrete Composite Floor to Wanxuan Building[J]. Building Structure, 2008, 0(8) |
| |
| Authors: | Mao Renxing Zhou Shuxun Nie Jianguo Wen Lingyan China Electronics Eng.Design Inst. Shenzhen Electronics Design Institute Co. Ltd. Shenzhen China Tsinghua University Beijing China China Electronics Engineering Design Institute Beijing China |
| |
| Affiliation: | Mao Renxing~1,Zhou Shuxun~1,Nie Jianguo~2,Wen Lingyan~31 China Electronics Eng.Design Inst.,Shenzhen Electronics Design Institute Co.,Ltd.,Shenzhen 518031,China2 Tsinghua University,Beijing 100084,China,3 China Electronics Engineering Design Institute,Beijing 100840,China |
| |
| Abstract: | |
| |
| Keywords: | bidirectional steel-concrete composite floor test joint connection deflection |
| 本文献已被 CNKI 等数据库收录！ |
|
