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Model experimental study on incremental launching construction method of large-span arch-girder combination bridge

机译:大跨度拱梁组合桥增量发射施工方法模型试验研究

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The incremental launching construction method of super large-span arch-girder combination bridges is a new way in construction for late-model bridges. This article introduced the similarity model of a large-span arch-girder combination bridge based on similarity theory, in order to study the dangerous conditions during the construction of the real bridge. This article discussed the structure responses under one, two, three times dead-load additional weight and the wind load separately. The experiment result demonstrates that the experiment method could simulate the dangerous conditions during the real construction and check the stress effectively which can provide technical support for the construction of similar bridges.
机译:超大跨度拱梁组合桥梁的增量发射施工方法是后期模型桥梁建设的新方法。本文介绍了基于相似性理论的大跨度拱梁组合桥的相似性模型,以研究真正桥梁施工期间的危险条件。本文讨论了一个,两个,三次死载额外重量和风负荷的结构响应。实验结果表明,实验方法可以在真实施工期间模拟危险条件,并有效地检查压力,这可以为建造类似的桥梁提供技术支持。

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