| 老龙口水利枢纽工程临时交通桥设计 |
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| 引用本文： | 孙廷东,刘铁建.老龙口水利枢纽工程临时交通桥设计[J].吉林水利,2005(6):13-15. |
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| 作者姓名： | 孙廷东 刘铁建 |
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| 作者单位： | 吉林省珲春老龙口供水有限责任公司,吉林,长春,130022 |
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| 摘 要： | 老龙口交通桥属临时工时性交通工程，体构造简洁。桥面板采用后张法预应力结构，桥体抗滑稳定通过张拉锚固贯穿23排桥墩的钢绞线加以增强．
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| 关 键 词： | 临时交通桥 设计 钢绞线 预应力 约束 |
| 文章编号： | 1009-2846(2005)06-0013-03 |
| 修稿时间： | 2005年3月3日 |
Design for the Temporary Traffic Bridge Located in Laolongkou Water Complex |
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| SUN Ting-dong,LIU Tie-jian.Design for the Temporary Traffic Bridge Located in Laolongkou Water Complex[J].Jilin Water Resources,2005(6):13-15. |
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| Authors: | SUN Ting-dong LIU Tie-jian |
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| Abstract: | Laolongkou traffic bridge is a temporary project, whose structure is terse. Post-tensioned prestress is used in the board of the bidge. The bridge stability against slide is reinforced by steel stranded wire used for anchoring through 23 rows the piers. |
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| Keywords: | temporary traffic bridge design steel stranded wire prestress constraint |
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