| 浅议大跨径连续刚构桥监控中挠度测量方法 |
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| 引用本文： | 吴江,寇小健.浅议大跨径连续刚构桥监控中挠度测量方法[J].山西建筑,2008,34(18):357-358. |
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| 作者姓名： | 吴江 寇小健 |
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| 作者单位： | 1. 西北有色工程有限责任公司,陕西,西安,710054
2. 广东虎门技术咨询有限公司,广东,广州,513100 |
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| 摘 要： | 介绍了连续刚构桥监控挠度的3种测量方法,即箱梁顶板挠度测量法、箱梁顶板钢筋头挠度测量法、箱梁底板挠度测量法,探讨了这3种测量方法的原理、优缺点及适用性,并结合工程实践进行评述,可供实际测量工程参考借鉴。
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| 关 键 词： | 大跨径连续刚构桥 监控 方法 适用性 |
On the flexibility measuring method in the supervision of large span continuous steel bridge |
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| WU Jiang,KOU Xiao-jian.On the flexibility measuring method in the supervision of large span continuous steel bridge[J].Shanxi Architecture,2008,34(18):357-358. |
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| Authors: | WU Jiang KOU Xiao-jian |
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| Affiliation: | WU Jiang KOU Xiao-jian |
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| Abstract: | It introduces the three measuring methods of the flexibility in the supervision of large span continuous steel bridge of box beam ceiling flexibility measuring method,box beam ceiling steel bar end flexibility measuring method,and box beam floor flexibility measuring method,discusses the principle, merits and defaults,and the applicability of them,and gets the discussion combined with the project practice,this can supply reference to practical measuring project. |
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| Keywords: | large span continuous steel bridge supervision method applicability |
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