| 大跨度箱涵桥顶推施工技术 |
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| 引用本文： | 刘彤,李宁军. 大跨度箱涵桥顶推施工技术[J]. 建筑技术, 2007, 38(5): 371-373 |
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| 作者姓名： | 刘彤 李宁军 |
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| 作者单位： | 西安建筑科技大学理学院,710055,西安;长安大学公路学院,710064,西安 |
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| 摘 要： | 骡河市常付线下穿京珠高速公路大跨度(每孔18m)箱涵桥采用顶推法施工方案、管棚盾构设计,施工中的多项技术措施以及纠偏措施,使施工质量得以保证。
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| 关 键 词： | 大跨箱涵桥 顶推法 纠偏 |
| 文章编号： | 1000-4726（2007）05-0371-03 |
| 修稿时间： | 2007-01-08 |
JACKING CONSTRUCTION OF LARGE-SPANNED BOX BRIDGE |
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| LIU Tong,LI Ningjun. JACKING CONSTRUCTION OF LARGE-SPANNED BOX BRIDGE[J]. Architecture Technology, 2007, 38(5): 371-373 |
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| Authors: | LIU Tong LI Ningjun |
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| Abstract: | In the construction of the large-spanned(18m each span) box bridge of Luohe Chang-Fu Highway Project which is under through Jing-Zhu Express Highway,jacking construction method and pipe shield design as well as other technical and rectification measures were taken to ensure the construction quality. |
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| Keywords: | big-spanned box bridge jacking method deviation rectification |
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