| 肥西派河三桥的施工控制 |
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| 引用本文： | 倪世元,谢军培.肥西派河三桥的施工控制[J].安徽建筑,2006,13(5):134-134,138. |
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| 作者姓名： | 倪世元 谢军培 |
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| 作者单位： | 1. 肥西县建管局,安徽,合肥,231000
2. 肥西县建设局,安徽,合肥,231000 |
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| 摘 要： | 肥西上派三桥桥型为单塔不等跨混凝土斜拉桥,上部结构主梁为三向预应力混凝土箱梁、主塔为钢管混凝土结构,采用塔、梁、墩固接。该桥施工难度较大,文章根据该桥的具体特点进行了有针对性的施工方案设计。
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| 关 键 词： | 斜拉桥 施工方案 预应力混凝土 |
| 文章编号： | 1007-7359（2006）05-0134-02 |
| 收稿时间： | 2006-07-31 |
| 修稿时间： | 2006-07-31 |
Construction Control of No.3 Paihe Bridge of Feixi County |
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| Ni Shiyuan,Xie Junpei.Construction Control of No.3 Paihe Bridge of Feixi County[J].Anhui Architecture,2006,13(5):134-134,138. |
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| Authors: | Ni Shiyuan Xie Junpei |
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| Affiliation: | 1.Feixi Building Administration, Hefei 231000, China; 2. Feixi Construction Bureau, Hefei 231000, China |
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| Abstract: | No.3 Paihe Bridge of Feixi County is a concrete cable-stayed bridge with a single tower and unequal span, whose superstructure, the main beam is of the three-way prestressed concrete box beam and whose main tower is of tube-concrete structure that is linked by tower, beam and pier. As the bridge is difficult to construct, the paper makes pointed construction theme design in view of the features of this bridge. |
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| Keywords: | cable-stayed bridge construction theme prestressed concrete |
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