| 高压隧洞衬砌设计配筋研究 | |
| 钟建文 ; 谷兆祺 ; 彭守拙 ; ZHONG Jianwen ; GU Zhaoqi ; PENG Shouzhuo | |
| 2010-06-10 ; 2010-06-10 | |
| 关键词 | 水工结构 衬砌配筋 有限元 水工隧洞 hydraulic structure placing of reinforced bar in lining FEM hydraulic tunnel TV672.1 |
| 其他题名 | Research on the reinforcement in the high pressure tunnel lining |
| 中文摘要 | 引水式电站高压引水隧洞钢筋混凝土衬砌占整个电站投资比重较大,科学合理的钢筋混凝土衬砌设计对减少工程投资和缩短工期十分有利。本文针对四川金康水电站引水系统较软围岩中高压隧洞钢筋混凝土衬砌的配筋问题进行研究,采用开裂设计原则,有效地减少配筋量,同时又能保证工程安全,提高工程的综合效益。; The reinforced concrete lining accounts for a great part of the investment of the total power station.The reasonable design of reinforced concrete lining is of advantage for reducing the project investment and shortening the construction term.This paper studies the reinforced concrete lining in the high pressure tunnel in Jinkan power station.Use of the cracking criterion to design the RC lining tunnel can not only effectively reduce the amount of the rebar,but also ensure the project for safety and the comprehensive benefit. |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/59773]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 钟建文,谷兆祺,彭守拙,等. 高压隧洞衬砌设计配筋研究[J],2010, 2010. |
| APA | 钟建文,谷兆祺,彭守拙,ZHONG Jianwen,GU Zhaoqi,&PENG Shouzhuo.(2010).高压隧洞衬砌设计配筋研究.. |
| MLA | 钟建文,et al."高压隧洞衬砌设计配筋研究".(2010). |
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