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对称Y形钢筋混凝土岔管结构计算分析
引用本文:翟渊军,李超,马文亮,刘东常,赵玉青. 对称Y形钢筋混凝土岔管结构计算分析[J]. 水科学与工程技术, 2007, 0(5): 37-39
作者姓名:翟渊军  李超  马文亮  刘东常  赵玉青
作者单位:1. 河南省水利勘测设计研究有限公司,郑州,450008
2. 华北水利水电学院,郑州,450011
摘    要:采用通用的有限元计算软件分析了水电站对称Y形钢筋混凝土岔管结构,计算出了钢筋混凝土岔管结构环向应力及变形的分布情况,并分析了内水压力对岔管围岩的影响.计算结果表明,采用钢筋混凝土岔管结构是安全可靠的,能够满足工程要求.

关 键 词:Y形岔管  环向应力  水力劈裂
文章编号:1672-9900(2007)05-0037-03
修稿时间:2007-05-08

Calculation and analysis on symmetry Y-type reinforced concrete bifurcation pipe
ZHAI Yuan-jun,LI Chao,MA Wen-liang,LIU Dong-chang,ZHAO Yu-qing. Calculation and analysis on symmetry Y-type reinforced concrete bifurcation pipe[J]. Water Sciences and Engineering Technology, 2007, 0(5): 37-39
Authors:ZHAI Yuan-jun  LI Chao  MA Wen-liang  LIU Dong-chang  ZHAO Yu-qing
Affiliation:1.Henan Water Conservancy Reconnaissance Design Co.Ltd, Zhengzhou 450008,China; 2. North China University of Water Conservancy and Electric Power, Zhengzhou 450011,China
Abstract:Adopting the general finite element computation software to analyze symmetry Y-type reinforced concrete bifurcation pipe in Hydropower Station, this paper has calculated annular stress and distortion distribution of reinforced concrete bifurcation pipe, and analyzed the influence that indide hydraulic pressure has on bifurcation pipe wall rock. The computed result indicates that, using reinforced concrete bifurcation pipe is safe and reliable, and can satisfy the project, se computed result indicated.
Keywords:Y-type bifurcation pipe  annular stress  hydro crack
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