| 响水涧抽水蓄能电站下水库工程临时交通桥设计 |
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| 引用本文： | 郑振,顾俊嗣,韩会林,周升舟.响水涧抽水蓄能电站下水库工程临时交通桥设计[J].价值工程,2010,29(11):82-82. |
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| 作者姓名： | 郑振 顾俊嗣 韩会林 周升舟 |
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| 作者单位： | 中国武警水电第二总队第五支队,常州,213000 |
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| 摘 要： | 响水涧抽水蓄能电站下水库跨泊口河交通桥属临时交通工程。整座桥坐落于Q3软质土基上,基础采用混凝土刚性基础,结构为重力式桥墩结合箱型钢梁。该桥结构简单,施工难度小,施工周期短,整桥的稳定性满足下水库高强度、大方量的土方运输要求。
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| 关 键 词： | 软质土基 刚性基础 重力式 箱型钢梁 |
Stream Water Ring Pumped Storage Plant Water Reservoir Temporary Traffic Bridge Design |
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| Zheng Zhen,Gu Junsi,Han Huilin,Zhou Shengzhou.Stream Water Ring Pumped Storage Plant Water Reservoir Temporary Traffic Bridge Design[J].Value Engineering,2010,29(11):82-82. |
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| Authors: | Zheng Zhen Gu Junsi Han Huilin Zhou Shengzhou |
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| Institution: | Chinese Armed Police Hydropower Second Corps 5th Detachment/a>;Changzhou 213000/a>;China |
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| Abstract: | Ring pumping water storage plant reservoir across park river traffic bridge is the temporary traffic engineering. The whole bridge islocated in Q3 soft soil foundation, the foundation concrete, with concrete rigid foundation, combined gravity box steel girder bridge piers, the bridgestructure is simple, with less construction difficulty and short construction period, and the stability of the entire bridge meets high-strength, generousamount of earth transportation of the lower reservoir. |
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| Keywords: | soft subgrade rigid foundation gravity box steel girder |
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