| 某洞库裂缝原因分析及加固设计 |
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| 引用本文： | 时卫民,杨智,舒蕴忠.某洞库裂缝原因分析及加固设计[J].岩土工程技术,2012,26(4):185-187,191. |
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| 作者姓名： | 时卫民 杨智 舒蕴忠 |
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| 作者单位： | 兰州军区司令部工程科研设计所,甘肃兰州,730000 |
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| 摘 要： | 在分析某洞库裂缝原因的基础上，采用间隔增设二次衬砌的方法对洞库进行了加固设计，提出了以控制原衬砌混凝土不出现裂缝的原则来确定二次衬砌间距的确定方法，并利用叠合构件位移协调的条件推导出了二次衬砌上荷载的计算公式，为洞库的二次衬砌加固提供了一套设计方法。
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| 关 键 词： | 洞库裂缝 二次衬砌 加固间距 荷载确定加固设计 |
Reinforcement Design and Crack Causes Analysis for Underground Storage Cavern Structure |
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| Shi Weimin
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Yang Zhi
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Shu Yunzhong.Reinforcement Design and Crack Causes Analysis for Underground Storage Cavern Structure[J].Geotechnical Engineering Technique,2012,26(4):185-187,191. |
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| Authors: | Shi Weimin Yang Zhi Shu Yunzhong |
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| Institution: | Shi Weimin Yang Zhi Shu Yunzhong (Institute of Engineering designing, military district of Lanzhou, Lanzhou 730000, Gansu, China) |
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| Abstract: | Based on the analysis of crack causes for underground storage cavern structure, the methods according to the space were to added on the second lining in underground storage cavern. The calculation methods for determining the space be- tween the second lining was putting forward by controlling the crack not existing in the original concrete lining, and the load calculation formula of second lining was reduced by using the compatible displacement conditions of composite members, put forward a design method reinforced the underground storage cavern by adding second lining. |
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| Keywords: | crack of storage cavern structure second lining space between the new lining load calculation reinforce-ment design |
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