| 现浇模壳密肋楼盖结合钢管混凝土柱框架结构体系的应用 |
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| 引用本文： | 邵永松,金路,陈立平.现浇模壳密肋楼盖结合钢管混凝土柱框架结构体系的应用[J].低温建筑技术,2009,31(10):43-44. |
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| 作者姓名： | 邵永松 金路 陈立平 |
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| 作者单位： | 1. 哈尔滨工业大学,土木工程学院,哈尔滨,150090
2. 哈尔滨工业大学,材料工程学院,哈尔滨,150001 |
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| 摘 要： | 根据工程实例,在钢管混凝土柱框架结构中采用现浇模壳密肋楼盖体系,通过方案对比显示出密肋楼盖体系和钢管混凝土柱的优越性和适用性,并进一步对比分析了大尺寸模壳的经济性。现浇模壳密肋楼盖结合钢管混凝土柱框架结构体系为大跨度或重荷载工程设计提供参考。
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| 关 键 词： | 结构体系 密肋楼盖 钢管混凝土柱 现浇模壳 |
THE APPLICATION OF CAST-IN-PLACE SHUTTERINGS CLOSE-RIBBED FLOOR WITH CONCRETE FILLED STEEL TUBULAR COLUMN FRAME CONSTRUCTION SYSTEM |
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| Affiliation: | SHAO Yong-song , JIN Lu , CHEN Li-ping( 1. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;2. School of Materials Science and Engineering, Harbin Institute of Technology, Harbin 150010, China) |
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| Abstract: | Combining with the engineering example,the frame construction system is applied,which is cast-in-place shutterings close-ribbed floor in concrete filled steel tubular column frame construction.By comparing of several different structures,both shutterings close-ribbed floor and concrete filled steel tubular column frame exhibit more advantages and economy,even in larger dimension shutterings.Cast-in-place shutterings close-ribbed floor with concrete filled steel tubular column frame construction system is a new construction system which provides good references for large span or heavy loading engineering designs. |
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| Keywords: | construction system close-ribbed foor concrete filled steel tubular column cast-in-place shutterings |
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