| 某斜交刚构桥加固设计 |
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| 引用本文： | 赵玉勃,董明皓.某斜交刚构桥加固设计[J].山西建筑,2006,32(17):284-286. |
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| 作者姓名： | 赵玉勃 董明皓 |
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| 作者单位： | [1]河南桐柏县建设局,河南桐柏474750 [2]南阳建工集团,河南南阳473000 |
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| 摘 要： | 介绍了某斜交桥加固设计过程，对比了常用桥梁加固方法的特点，分析了主动加固方案各步骤的计算，说明了主动加固方案的有效性，指出桥梁加固时优先选用主动加固方案，对桥梁的加固设计与施工有一定指导意义。
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| 关 键 词： | 斜交桥 加固方案 张拉预应力 |
| 收稿时间： | 2006-03-05 |
Reinforcement design of one skew rigid-framed bridge |
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| ZHAO Yu-bo, DONG Ming-hao.Reinforcement design of one skew rigid-framed bridge[J].Shanxi Architecture,2006,32(17):284-286. |
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| Authors: | ZHAO Yu-bo DONG Ming-hao |
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| Abstract: | The design of one skew rigid-framed bridge is introduced. Comparing with reinforcement method of ordinary bridges active reinforcement scheme is analysis as well as calculation steps. The effectiveness of active reinforcement is elaborated. Author points out that active reinforcement method should be firstly selection. This paper provides good references for reinforcement design and construction of bridges. |
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| Keywords: | skew bridge reinforcement scheme prestress |
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