| 大跨径连续梁临时固结设计探讨 |
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| 引用本文： | 毛立敏,徐龙旺,廖宸锋.大跨径连续梁临时固结设计探讨[J].西部交通科技,2014(6):69-72. |
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| 作者姓名： | 毛立敏 徐龙旺 廖宸锋 |
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| 作者单位： | 广西壮族自治区交通规划勘察设计研究院,广西南宁530029 |
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| 摘 要： | 临时固结是连续梁桥设计施工的关键,文章针对大跨径宽箱连续梁进行了临时固结设计,并通过计算分析,验证了该临时固结设计方案满足该类型桥梁的施工要求,为类似桥梁的临时固结设计提供了思路。
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| 关 键 词： | 临时固结 大跨径连续梁 设计 |
Discussions on Temporary Consolidation Design of Large-Span Continuous Beam |
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| MAO Li-min,XU Long-wang,LIAO Chen-feng.Discussions on Temporary Consolidation Design of Large-Span Continuous Beam[J].Western China Communication Science & Technology,2014(6):69-72. |
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| Authors: | MAO Li-min XU Long-wang LIAO Chen-feng |
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| Institution: | (Guangxi Communication Planning Surveying and Designing Institute, Nanning, Guangxi, 530029) |
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| Abstract: | Temporary consolidation is the key to the design and construction of continuous girder bridge,this article conducted the temporary consolidation design for large-span wide-box continuous beam,and through computational analysis,it verified that this temporary consolidation design program can meet the construction requirements of this type of bridges,thereby providing some ideas for the tempo-rary consolidation design of similar bridges. |
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| Keywords: | Temporary consolidation Large-span continuous beam Design |
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