| 水电站埋藏式压力钢管设计准则探讨 |
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| 引用本文： | 王金龙,丁旭柳,伍鹤皋.水电站埋藏式压力钢管设计准则探讨[J].人民珠江,2001(2):13-15,29. |
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| 作者姓名： | 王金龙 丁旭柳 伍鹤皋 |
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| 作者单位： | 武汉水利电力大学, |
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| 摘 要： | 介绍瑞士在地下埋藏式压力钢管设计方面的一些设计准则和方法及其应用情况，并与我国现行设计方法进行了比较。以某水电工程埋藏式压力钢管为例，着重讨论围岩承载能力的确定和钢衬、围岩之间荷载的分配，以及确定钢衬长度的方法。
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| 关 键 词： | 地下埋管 水电站 压力钢管 荷载分配 衬砌长度 设计 |
| 文章编号： | 1001-9235(2001)02-0013-03 |
On the Design Criteria for Buried Steel Penstock of Hydropower Station |
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| WANG Jin-long,DING Xu-liu,WU Xue-gao.On the Design Criteria for Buried Steel Penstock of Hydropower Station[J].Pearl River,2001(2):13-15,29. |
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| Authors: | WANG Jin-long DING Xu-liu WU Xue-gao |
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| Abstract: | Taking the buried steel penstock of a hydropower station as an example,this paper presents the criteria,methods and applications in designing the underground buried steel penstocks in Switzerland.Stress is laid on the determination of bearing capacity of the adjoining rock,the distribution of loads between the steel lining and the adjoining rock and the methods for determining the length of steel lining.Comparison has been made with the existing design methods adopted in China. |
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| Keywords: | underground buried penstock steel lining adjoining rock stability |
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