| 黄延高速裢达沟特大桥1、5#墩0#段施工托架设计 |
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| 引用本文： | 卢映锟.黄延高速裢达沟特大桥1、5#墩0#段施工托架设计[J].铁道工程学报,2005(4):34-38. |
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| 作者姓名： | 卢映锟 |
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| 作者单位： | 中铁五局集团有限公司,贵州,贵阳,550003 |
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| 摘 要： | 本文对单肢0~#段托架进行详细理论计算,主要受力构件采用贝雷架拼装,托架安装、拆卸方便。
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| 关 键 词： | 单肢 0~#段 托架 贝雷架 设计 |
| 文章编号： | 1006-2106(2005)04-0034-05 |
| 收稿时间： | 2005-05-11 |
| 修稿时间： | 2005年5月11日 |
BRACKET DESIGN FOR CONSTRUCTION OF SECTION ZERO ON PIER NO.1 AND 5 OF LIANDAGOU GRAND BRIDGE ON HUANGYAN HIGH-SPEED HIGHWAY |
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| LU Ying-kun.BRACKET DESIGN FOR CONSTRUCTION OF SECTION ZERO ON PIER NO.1 AND 5 OF LIANDAGOU GRAND BRIDGE ON HUANGYAN HIGH-SPEED HIGHWAY[J].Journal of Railway Engineering Society,2005(4):34-38. |
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| Authors: | LU Ying-kun |
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| Affiliation: | LU Ying-kun The Fifth Engineering Bureau Group Co. Ltd. of Chinese Railway |
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| Abstract: | In this paper,the theoretical calculation is made to the single limb bracket used in Section zero. The assembly of Bailey bracket was adopted to main forced members of bracket, which was convenient to install and take down. |
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| Keywords: | single limb section zero bracket Bailey bracket design |
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