| 大跨度钢管混凝土拱桥施工稳定性技术分析 |
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| 引用本文： | 樊建军. 大跨度钢管混凝土拱桥施工稳定性技术分析[J]. 城市建筑, 2014, 0(8): 332-332 |
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| 作者姓名： | 樊建军 |
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| 作者单位： | 石家庄市市政建设总公司,050011 |
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| 摘 要： | 本文对大跨度钢管混凝土拱桥施工中主要存在的问题进行了分析。在施工前，利用 ANSYS 创建施工模型，并参照设计结果，对实际施工中的数据进行了核对与计算，并阶段性地进行了施工控制，分析出了成桥过程中的稳定性因素，对其采取了监控措施。
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| 关 键 词： | 大跨度钢管混凝土拱桥 有限元 稳定性分析 |
Analysis of the Construction Stability Technology of Large Span Concrete Filled Steel Tubular Arch Bridge |
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| Fan Jianjun. Analysis of the Construction Stability Technology of Large Span Concrete Filled Steel Tubular Arch Bridge[J]. Urbanism and Architecture, 2014, 0(8): 332-332 |
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| Authors: | Fan Jianjun |
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| Affiliation: | Fan Jianjun |
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| Abstract: | This article carries on the analysis of the main ex-isting problems of the large span concrete fil ed steel tubular arch bridge construction. Before the construction, the author uses the ANSYS to create construction model and refers to the design results to check and calculate the data of actual cons-truction, and carries on the construction control periodical y, analyzes the stability factors in the process of a bridge, takes the monitoring measures. |
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| Keywords: | large span concrete filled steel tubular arch bridge finite element stability analysis |
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