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龙马水电站月牙肋钢岔管设计
引用本文:刘绍川,杨再宏,伍鹤皋.龙马水电站月牙肋钢岔管设计[J].云南水力发电,2010,26(1):30-34.
作者姓名:刘绍川  杨再宏  伍鹤皋
作者单位:中国水电顾问集团昆明勘测设计研究院,云南,昆明,650051
摘    要:龙马水电站非对称月牙肋钢岔管规模较大,是工程设计的关键。围绕岔管体形和钢材厚度优选,以及围岩与钢衬联合受力等课题,采用三维有限元方法对钢岔管应力变形进行了深入研究。计算与实际运行成果表明:岔管设计体形良好、结构安全。

关 键 词:龙马水电站  月牙肋钢岔管  三维有限元

Design and Research of the Crescent Rib Reinforced Steel Branch Pipe of Longma Hydroelectric Station
LIU Shao-chuan,YANG Zai-hong,WU He-gao.Design and Research of the Crescent Rib Reinforced Steel Branch Pipe of Longma Hydroelectric Station[J].Yunnan Water Power,2010,26(1):30-34.
Authors:LIU Shao-chuan  YANG Zai-hong  WU He-gao
Affiliation:LIU Shao- chuan, YANG Zai - hong, WU He- gao (Kunming Hydroelectric Investigation Design and Research Institute, CHECC, Kunming 650051, Yunnan, China)
Abstract:With a large scale and unsyrrmaetrical layout, the design of crescent fib reinforced steel branch pipe is the key of construction of Longma Hydroelectric station. The paper makes a deep study on stress and deformation of the steel branch pipe by using three - dimensional finite element method, focusing on configuration of the branch pipe, optimal selection of steel thickness and joint stress - withstanding of surrounding rock and steel lining. The calculation and practical operation results show that the configuration of the branch pipe is good and its structure is safe in terms of design.
Keywords:Longma Hydroelectric Station  crescent rib reinforced steel branch pipe  3 - DFEM
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