| 和平水电站引水隧洞衬砌裂缝原因分析及修复设计 |
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| 引用本文： | 祝远波,冯振西.和平水电站引水隧洞衬砌裂缝原因分析及修复设计[J].广东水利电力职业技术学院学报,2003,1(4):52-54. |
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| 作者姓名： | 祝远波 冯振西 |
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| 作者单位： | 柳州水利电力勘测设计研究院,广西柳州,545005 |
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| 摘 要： | 根据和平水电站引水隧洞衬砌开裂破坏的情况 ,从地质条件、设计情况、材料强度和施工情况分析该隧洞钢筋砼衬砌裂缝宽度严重超标的原因 ,拟定相应的加固处理措施 ;介绍隧洞衬砌按限裂设计和钢管砼组合衬砌钢管厚度的计算方法
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| 关 键 词： | 隧洞 衬砌 裂缝 分析 设计 |
| 文章编号： | 1672-2841(2003)04-0051-03 |
| 修稿时间： | 2003年9月15日 |
The Cause Analysis and Countermeasure of Lining Crack of Intake Tunnel for the Heping Hydropower Station |
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| ZHU Yuan-bo,FENG Zhen-xi.The Cause Analysis and Countermeasure of Lining Crack of Intake Tunnel for the Heping Hydropower Station[J].Journal of Guangdong Technical College of Water Resources and Electric Engineering,2003,1(4):52-54. |
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| Authors: | ZHU Yuan-bo FENG Zhen-xi |
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| Abstract: | According to the situation of cracking and destruction of lining of intake tunnel of Heping power station, this paper analyzes the causes from geological conditions, design, material intensity and construction to provide reinforcement measures. The author also presents the corresponding methods for design and calculation. |
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| Keywords: | tunnel lining crack analysis design |
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