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积石峡水电站泄洪洞与导流洞交叉段大洞室设计与施工
引用本文:任苇,王康柱,益波.积石峡水电站泄洪洞与导流洞交叉段大洞室设计与施工[J].西北水电,2011(6).
作者姓名:任苇  王康柱  益波
作者单位:中国水电顾问集团西北勘测设计研究院,西安,710065
摘    要:积石峡水电站左岸中孔泄洪洞由导流洞改建而成,泄洪洞与导流洞的交叉段为不对称顶拱的大断面洞室,具有结构受力及地质条件复杂的特点.设计通过采用有限元法确定施工工序,块体理论分析确定支护措施,以及对于不对称顶拱城门洞型断面,采用有限元法与边值法结合的结构配筋计算等方法,有效解决了洞室开挖支护、永久结构设计等难题.

关 键 词:泄洪洞  大断面洞室  结构设计  有限元法  块体理论  边值法

Design and construction of large cavern in the intersection of spillway tunnel and diversion tunnel for Jishixia hydropower project
REN Wei , WANG Kang-zhu , YI Bo.Design and construction of large cavern in the intersection of spillway tunnel and diversion tunnel for Jishixia hydropower project[J].Northwest Water Power,2011(6).
Authors:REN Wei  WANG Kang-zhu  YI Bo
Affiliation:REN Wei,WANG Kang-zhu,YI Bo(Hydrochina Xibei Engineering Corporation,CHECC,Xi'an 710065,China)
Abstract:The middle outlet spillway tunnel on the left bank of Jishixia hydropower project is rebuilt from the diversion tunnel,the intersection of the spillway tunnel and diversion tunnel is a cavern with large section and asymmetric crown,characterized by the stressed structure and complex geological conditions.By use of finite element method to determine the construction process,block theory to analyze and determine support measures,and the combined finite element method and boundary value method to calculate the...
Keywords:spillway tunnel  cavern with large section  structural design  finite element method  block theory  boundary value method  
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