| 无粘结预应力楼板新规范设计方法 |
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| 引用本文： | 赵夕来.无粘结预应力楼板新规范设计方法[J].安徽建筑工业学院学报,2005,13(5):12-15,19. |
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| 作者姓名： | 赵夕来 |
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| 作者单位： | 肥东县建管局 肥东231600 |
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| 摘 要： | 目前国内现浇预应力楼板几乎均采用无粘结预应力方案,因而掌握其设计方法无疑具有现实意义。本文根据新规范,系统地介绍了高层建筑无粘结预应力楼板的设计方法,内容包括:设计原理、基本步骤及设计中需要注意的一些问题。
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| 关 键 词： | 高层建筑 无粘结预应力 楼板 设计方法 |
| 文章编号： | 1006-4540（2005）05-012-05 |
| 收稿时间： | 2005-08-25 |
| 修稿时间： | 2005-08-25 |
The new specification design method of non-binding prestress reinforcement |
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| ZHAO Xi-Lai.The new specification design method of non-binding prestress reinforcement[J].Journal of Anhui Institute of Architecture(Natural Science),2005,13(5):12-15,19. |
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| Authors: | ZHAO Xi-Lai |
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| Affiliation: | Feidong Construction Management Bureau, Feidong 231600, China |
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| Abstract: | Actually,currently in the domestic,the cast-in-site prestress floor slab almost all adopt non-binding prestress reinforcement scheme,so mastering its design methods is undoubtedly has the realistic meaning.According to new specification,this paper introduced the design method of the non-binding prestress reinforcement of the high-rise building systematically,the contents include the elements of design,basic step and several problems needed to notice in designs. |
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| Keywords: | high-rise building non-binding prestress floor slab the design method |
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