| 荷叶塘特大高架桥现浇预应力连续箱梁施工 |
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| 引用本文： | 谢小鱼,申旺,李明奎. 荷叶塘特大高架桥现浇预应力连续箱梁施工[J]. 山西建筑, 2009, 35(21): 345-347 |
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| 作者姓名： | 谢小鱼 申旺 李明奎 |
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| 作者单位： | 1. 湖南路桥建设集团公司,湖南长沙,410004
2. 湖北枣阳公路建设公司,湖北襄樊,441200 |
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| 摘 要： | 对荷叶塘特大高架桥现浇预应力连续箱梁施工技术进行了总结,提出了具体的施工控制措施,指出现浇预应力连续箱梁为解决不等跨、斜交、实现较大跨径等提供了良好的途径,具有整体性好、施工方便等特点。
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| 关 键 词： | 现浇 预应力连续箱梁 施工 |
The cast-in-place prestressed continuous box beam construction of Heyetang super large bridge |
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| XIE Xiao-yu,SHEN Wang,LI Ming-kui. The cast-in-place prestressed continuous box beam construction of Heyetang super large bridge[J]. Shanxi Architecture, 2009, 35(21): 345-347 |
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| Authors: | XIE Xiao-yu SHEN Wang LI Ming-kui |
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| Affiliation: | XIE Xiao-yu SHEN Wang LI Ming-kui |
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| Abstract: | The cast-in-place prestressed continuous box beam construction technology of Heyetang super large bridge was generalized and detail construction control measures were proposed. It pointed out that cast-in-pace prestressed continuous box beam provided better path to resolve waney, oblique crossing and larger span, which had good integrity and convenient to construction. |
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| Keywords: | cast-in-place prestressed continuous box beam construction |
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