| 242省道青口河特大桥钢便桥设计 |
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| 引用本文： | 肖必勇,杨世兵.242省道青口河特大桥钢便桥设计[J].交通标准化,2009(7):143-146. |
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| 作者姓名： | 肖必勇 杨世兵 |
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| 作者单位： | 连云港市交通T程咨询监理有限公司,江苏连云港222000 |
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| 摘 要： | 有关242省道青口河特大桥钢便桥设计中上部结构和下部结构的受力分析与验算，对同类地质条件下便桥的设计和施工具有一定的参考价值。
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| 关 键 词： | 青口河特大桥 钢便桥 设计 |
Design on Temporary Steel Bridge of Qingkou River Superlarge Bridge on Provincial Road Line 242 |
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| XIAO Bi-yong,YANG Shi-bing.Design on Temporary Steel Bridge of Qingkou River Superlarge Bridge on Provincial Road Line 242[J].Communications Standardization,2009(7):143-146. |
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| Authors: | XIAO Bi-yong YANG Shi-bing |
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| Institution: | Lianyungang Transportation Engineering Consulting & Supervision Co.;Ltd.;Lianyungang 222000;China |
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| Abstract: | During designing temporary steel bridge of Qingkou River superlarge bridge on provincial road line 242, the top and lower structures are analyzed in stress and check computations. It has some reference value to the design and construction of this kind of temporary bridge under the same geological conditions. |
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| Keywords: | Qingkou River superlarge bridge temporary steel bridge design |
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