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西龙池抽水蓄能电站高压岔管考虑围岩分担内水压力设计现场结构模型试验研究
引用本文:王志国,耿贵彪,段云岭,吕田,王敦厚. 西龙池抽水蓄能电站高压岔管考虑围岩分担内水压力设计现场结构模型试验研究[J]. 水力发电学报, 2006, 25(6): 55-60,54
作者姓名:王志国  耿贵彪  段云岭  吕田  王敦厚
作者单位:中国水电工程顾问集团公司北京勘测设计研究院,北京,100024;清华大学水利水电工程系,北京,100084;山西西龙池抽水蓄能电站有限责任公司,山西,忻州,035503
摘    要:西龙抽水蓄能电站岔管规模远超过国内已建工程,为降低制作、安装难度,考虑岔管与围岩联合受力设计。在大量结构分析基础上,通过现场结构模型试验对埋藏式岔管实际受力状态和施工工艺的模拟,为设计参数取值、岔管与围岩联合受力规律研究,提供重要的科学依据。

关 键 词:水工结构  围岩分担内水压力  现场模型试验  内加强月牙肋岔管  抽蓄能电站  西龙池
收稿时间:2005-06-27
修稿时间:2005-06-27

Experimental study on site structural model for design of surrounding rock to share internal water pressure for high pressure Y-pipe of Xilongchi pumped-storage power station
WANG Zhiguo,GENG Guibiao,DUAN Yunling,L Tian,WANG Dunhou. Experimental study on site structural model for design of surrounding rock to share internal water pressure for high pressure Y-pipe of Xilongchi pumped-storage power station[J]. Journal of Hydroelectric Engineering, 2006, 25(6): 55-60,54
Authors:WANG Zhiguo  GENG Guibiao  DUAN Yunling  L Tian  WANG Dunhou
Affiliation:WANG Zhiguo,GENG Guibiao,DUAN Yunling,L(U) Tian,WANG Dunhou
Abstract:In view of very large scale of Y-pipes of this project, the design of combined bearing of Y-pipe and surrounding rock is adopted to decrease the difficulty of fabrication and erection. This test provides the important bases for determining the design parameters and studying the combined bearing law of the Y-pipe and surrounding rock modeling under actual bearing conditions and the construction technology of Y-pipe tests of site structural model.
Keywords:hydraulic structure   surrounding rock to share internal water pressure    site model test   crescent ribbedY-pipe   pumped-storage power station   Xilongehi
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