| 连续刚构桥V型墩"平衡支架法"施工技术研究 |
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| 引用本文： | 潘寿东. 连续刚构桥V型墩"平衡支架法"施工技术研究[J]. 石家庄铁道学院学报(社会科学版), 2005, 0(4): 100-104 |
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| 作者姓名： | 潘寿东 |
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| 作者单位： | [1]上海交通大学船舶海洋与建筑工程学院,上海200030 [2]中铁十六局集团第三工程有限公司,浙江湖州313000 |
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| 摘 要： | 以义鸟宗泽大桥为背景，提出了连续刚构桥V型墩施工的新技术——“平衡支架法”施工技术，并对该技术的结构计算模式作了说明。该施工技术具有技术先进、节约材料、缩短工期、便于操作等特点，对同类桥的施工具有极大的参考价值，尤其对于桥型较宽、V肢夹角较大、0号梁段重量较大、不易设置外部支撑的V型墩高桥更能显示出其优越性。
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| 关 键 词： | 连续刚构桥 V型墩 平衡支架法 结构计算模式 |
| 修稿时间： | 2005-04-19 |
Construction Technology of V- shaped Pier for Continuous Rigid Bridge with Balanced Trestle Method |
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| Pan Shoudong. Construction Technology of V- shaped Pier for Continuous Rigid Bridge with Balanced Trestle Method[J]. , 2005, 0(4): 100-104 |
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| Authors: | Pan Shoudong |
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| Affiliation: | 1. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China; 2. The 3rd Company of the 16th China Railway Construction Bureau Group, Huzhou 313000, China |
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| Abstract: | Based on the construction of Zongze Bridge at Yiwu, a new technology -the balanced trestle method is put forward for the construction of V - shaped piers of continuous rigid bridge and its structural calculation model is explained. This construction metho |
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| Keywords: | continuous rigid bridge V -shaped pier balanced trestle structural calculation model |
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