| 不对称边跨预应力混凝土连续梁桥施工监控 |
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| 引用本文： | 龚科.不对称边跨预应力混凝土连续梁桥施工监控[J].城市道桥与防洪,2007(3):74-78. |
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| 作者姓名： | 龚科 |
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| 作者单位： | 常州市新北区城市管理与建设局,江苏常州,213000 |
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| 摘 要： | 该文介绍了312国道常州段新武宜运河大桥不对称边跨预应力混凝土连续箱梁施工监控的关键技术,论述了施工监控的目的与意义,阐明了线形控制及应力监测的要求、技术措施等。
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| 关 键 词： | 不对称边跨 预应力混凝土连续梁桥 线形控制 应力监测 |
| 文章编号： | 1009-7716（2007）03-0074-04 |
| 收稿时间： | 2006-08-01 |
| 修稿时间： | 2006年8月1日 |
Construction Monitor Control and Analysis of Unsymmetrical Side-span Pre-stressed Concrete Continuous Beam Bridge |
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| Gong Ke.Construction Monitor Control and Analysis of Unsymmetrical Side-span Pre-stressed Concrete Continuous Beam Bridge[J].Urban Roads Bridges & Flood Control,2007(3):74-78. |
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| Authors: | Gong Ke |
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| Abstract: | The article introduces the key techniques in the construction monitor control of the unsymmetrical side-span pre-stressed concrete continuous box beam of Xiwuyi Canal Bridge at Changzhou section in 312 National Highway, discusses the purpose and meanings of the construction monitor control and sets forth the requirements and technical measures of the linear control and stress monitor. |
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| Keywords: | unsymmetrical side-span pre-stressed concrete continuous beam bridge linear control stress monitor |
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