| 现浇空心板梁贝雷支架布设及受力验算 |
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| 引用本文： | 郭文俊.现浇空心板梁贝雷支架布设及受力验算[J].太原科技,2006(7):65-66. |
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| 作者姓名： | 郭文俊 |
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| 作者单位： | 太原市市政工程管理处,山西,太原,030002 |
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| 摘 要： | 介绍了现浇空心板梁贝雷支架布设及受力验算的一般方法。对支柱钢管、贝雷布置数量及方法和预拱度的设置进行了说明。
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| 关 键 词： | 贝雷 荷载 预拱度 弹性模量 应力 |
| 文章编号： | 1006-4877（2006）07-0065-02 |
| 收稿时间： | 2006-04-19 |
| 修稿时间： | 2006-05-24 |
Prop stand arrangement of extempore hollow flat roof beam and its standing ability checking computations |
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| Guo Wenjun.Prop stand arrangement of extempore hollow flat roof beam and its standing ability checking computations[J].Taiyuan Science and Technology,2006(7):65-66. |
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| Authors: | Guo Wenjun |
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| Abstract: | This paper introduces the regular method of prop stand arrangement of extempore hollow flat roof beam and its standing ability checking computations,it also does some explanation about prop steel tubs,the quantity of beilei arrangement,the design of pre-vault. |
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| Keywords: | beilei load pre-vault springy model quantity stress |
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