| PK预应力混凝土叠合楼盖体系探讨 |
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| 引用本文： | 吴方伯,郑伦存,曾垂军.PK预应力混凝土叠合楼盖体系探讨[J].建筑技术开发,2005,32(4). |
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| 作者姓名： | 吴方伯 郑伦存 曾垂军 |
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| 作者单位： | 湖南大学土木工程学院,长沙,410082;湖南大学土木工程学院,长沙,410082;湖南大学土木工程学院,长沙,410082 |
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| 摘 要： | PK 预应力混凝土楼盖由预应力混凝土叠合梁和叠合板组成,具有减少构件截面尺寸、节省材料、减少支模、施工简便、施工周期短、整体性和抗裂性好等优点,是一种综合经济效益非常显著的理想结构形式。
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| 关 键 词： | 叠合楼盖体系 叠合板 叠合梁 |
STUDY OF PK PRESTRESSED CONCRETE COMPOSITE FLOOR |
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| Wu Fang-bo Zheng Lun-cun Zeng Chui-jun.STUDY OF PK PRESTRESSED CONCRETE COMPOSITE FLOOR[J].Building Technique Development,2005,32(4). |
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| Authors: | Wu Fang-bo Zheng Lun-cun Zeng Chui-jun |
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| Affiliation: | Wu Fang-bo Zheng Lun-cun Zeng Chui-jun |
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| Abstract: | PK prestressed concrete floor is composed by prestressed concrete composite beam and composite slab.component sec- tional size,piecers of mould are reduced,and its construction is simple and convenient,the cycle of constructing is short,strengthen the globality and resistance of crack etc.Practice has proved it is a kind of ideal structure form with very remarkable comprehensive economic benefits. |
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| Keywords: | Composite floor Composite slab Composite beam |
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