| 超高位拼装128m钢桁梁横移仿真及监测 |
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| 引用本文： | 汪晶,支陆锋.超高位拼装128m钢桁梁横移仿真及监测[J].山西建筑,2014(5):179-181. |
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| 作者姓名： | 汪晶 支陆锋 |
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| 作者单位： | 中铁十局集团有限公司,山东济南250000 |
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| 摘 要： | 为保证钢桁梁横移施工过程中结构受力和变形始终处于安全范围内,建立了合理的仿真模型进行施工全过程的分析计算,并对临时支墩、滑道梁的应力变形状况实时监控,为同类型的超高位大跨度钢桁桥施工提供了借鉴。
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| 关 键 词： | 钢桁桥 超高位临时支墩 滑道梁 仿真模拟 施工监测 |
The simulation and monitoring of ultra high assembling 1 28 m steel truss beam traversing |
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| WANG Jing,ZHI Lu-feng.The simulation and monitoring of ultra high assembling 1 28 m steel truss beam traversing[J].Shanxi Architecture,2014(5):179-181. |
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| Authors: | WANG Jing ZHI Lu-feng |
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| Affiliation: | (China Railway lOth Bureau Group Limited Company, Jinan 250000, China) |
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| Abstract: | In order to ensure the structure stress and deformation in steel truss beam traversing construction process into a safe range, this paper established reasonable simulation model to make construction process analysis and calculation, and made real-time monitoring to the stress deform- ation situation of temporary pier, slide beam, provided reference for same type ultra high large span steel truss construction bridge. |
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| Keywords: | steel truss bridge ultra high temporary pier slide beam simulation construction monitoring |
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