| 钢-混凝土组合空腹夹层板大跨楼盖设计 |
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| 引用本文： | 黄杰,齐煜.钢-混凝土组合空腹夹层板大跨楼盖设计[J].河南城建高等专科学校学报,2013(3):11-14. |
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| 作者姓名： | 黄杰 齐煜 |
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| 作者单位： | 机械工业第四设计研究院,河南洛阳471003 |
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| 摘 要： | 新型钢-混凝土组合空腹夹层板楼盖具有优异的空间力学特性，适用于大跨度、大柱网的工业与民用建筑，作为一种新的楼盖形式，与普通钢筋混凝土井字楼盖和密肋梁楼盖有较大的区别。以某部队营区篮球馆大跨度楼盖设计为例，介绍其主要设计计算过程。
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| 关 键 词： | 大跨度越 新型钢-混凝土组合空腹夹层板 大跨楼盖 |
Design of certain large-span composite open-web floor with steel-concrete sandwich plates |
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| HUANG Jie,QI Yu.Design of certain large-span composite open-web floor with steel-concrete sandwich plates[J].Journal of Henan Urban Construction Junior College,2013(3):11-14. |
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| Authors: | HUANG Jie QI Yu |
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| Affiliation: | ( SCIVIC Engineering Corporation, Luo yang 471003, China) |
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| Abstract: | A new steel-concrete composite open-web sandwich plate with the advantage of excellent space me-chanics characteristics is suitable to be adopted in the industrial and civil buildings with large-span and large col-umn-grids. Compared with the well-shaped beam floor and hollow-ribbed concrete floor, this new plate system has some unique mechanical specialties. Hence, based on the large -span of one certain basketball gymnasium, the design and calculating process for this new plate system are discussed. |
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| Keywords: | large-span steel-concrete composite open-web sandwich plates large-span superstructure |
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