| 龙滩水电站地下埋藏式压力钢管设计 |
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| 引用本文： | 李光顺,李小庆.龙滩水电站地下埋藏式压力钢管设计[J].水力发电,2004,30(6):59-61,64. |
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| 作者姓名： | 李光顺 李小庆 |
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| 作者单位： | 中南勘测设计研究院,湖南,长沙,410014 |
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| 摘 要： | 龙滩水电站引水压力钢管内径10m。最大HD值达2453m^2，大部分为地下埋藏式钢管。龙滩水电站地下埋藏式钢管的设计主要包括结构设计、加劲结构参数的优化、灌浆与排水设计、细部构造设计等。
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| 关 键 词： | 地下埋藏式钢管 结构设计 灌浆 排水 细部构造 龙滩水电站 |
| 文章编号： | 0559-9342(2004)06-0059-03 |
Design of underground buried penstock of Longtan Hydropower Station |
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| Li Guang-shun,Li Xiao-qing.Design of underground buried penstock of Longtan Hydropower Station[J].Water Power,2004,30(6):59-61,64. |
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| Authors: | Li Guang-shun Li Xiao-qing |
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| Abstract: | The penstocks of Longtan Hydropower Station with the inner diameter of 10 m and the maximum HD value of up to 2 453 m2 are mostly underground buried ones. The design of the underground buried penstocks of Longtan Hydropower Station mainly include structure design, the optimization of stiffening structural parameters, the design of grouting and drainage, the design of detailed structure, etc. |
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| Keywords: | underground buried penstock structure design grouting drainage detailed structure Longtan Hydropower Station |
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