| 25m组合箱梁后张法施工技术 |
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| 引用本文： | 鲁树杰.25m组合箱梁后张法施工技术[J].科技情报开发与经济,2007,17(4):291-292,293. |
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| 作者姓名： | 鲁树杰 |
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| 作者单位： | 中铁十八局集团第二工程有限公司,河北唐山,222231 |
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| 摘 要： | 以汾灌高速公路FG-Q2-1标段部分预应力25m箱梁为例,结合施工经验,介绍了25m箱梁后张法的施工技术要点。
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| 关 键 词： | 部分预应力箱梁 后张法施工 汾灌高速公路 |
| 文章编号： | 1005-6033（2007）04-0291-02 |
| 收稿时间： | 2006-08-15 |
| 修稿时间： | 2006-08-15 |
The Post-tensioned Construction Technique for 25m Combined Box-beam |
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| LU Shu-jie.The Post-tensioned Construction Technique for 25m Combined Box-beam[J].Sci-Tech Information Development & Economy,2007,17(4):291-292,293. |
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| Authors: | LU Shu-jie |
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| Abstract: | Taking the partly prestressed 25 m box-beam in bidded section FG-Q2-1 of Fenguan Superhighway as an example and connecting with the construction practice,this paper introduces the key points of the post-tensioned construction technique for 25 m box-beam. |
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| Keywords: | partly prestressed box-beam post-tensioned construction Fenguan Superhighway |
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