首页 | 官方网站   微博 | 高级检索  
     

大型火电厂主厂房钢筋混凝土结构温度应力分析
引用本文:宋远齐,梁远忠,黄宁梅,龚胡广.大型火电厂主厂房钢筋混凝土结构温度应力分析[J].武汉大学学报(工学版),2007(Z1).
作者姓名:宋远齐  梁远忠  黄宁梅  龚胡广
作者单位:[1]中国水利水电科学研究院 [2]广西电力工业勘察设计研究院 [3]广西电力工业勘察设计研究院 北京 [4]广西南宁
摘    要:单台1 000 MW级机组火电厂主厂房长度超过规范限定值,温度应力是其要解决的主要问题之一.通过手算法分析混凝土的收缩、温度应力和变形,对主厂房超长钢筋混凝土结构温度效应进行了探讨,并用有限元程序进行温度应力的数值计算,得出了结构在温度应力作用下的内力分布及变形特点,对工程设计及施工具有一定的指导意义.

关 键 词:火电厂  主厂房  超长混凝土结构  温度应力  收缩

Temperature stress analysis of reinforced concrete structure for main power house of a large-scale thermal power plant
SONG Yuanqi,LIANG Yuanzhong,HUANG Ningmei,GONG Huguang.Temperature stress analysis of reinforced concrete structure for main power house of a large-scale thermal power plant[J].Engineering Journal of Wuhan University,2007(Z1).
Authors:SONG Yuanqi    LIANG Yuanzhong  HUANG Ningmei  GONG Huguang
Affiliation:SONG Yuanqi1,2,LIANG Yuanzhong2,HUANG Ningmei2,GONG Huguang2
Abstract:A reinforced concrete structure for main power house of a thermal power plant with 1 000 MW unit mainly means its length is longer than the maximum value of the structure in the code;and temperature stress is one of the key problems needing to be solved.The analytical methods of temperature stress,temperature deformation and shrinkage of the concrete are discussed;the numerical analysis of overlength concrete structure is carried out by FEM program;and it can be directed to project design and construction.
Keywords:thermal power plant  main power house  overlength concrete structure  temperature stress  shrinkage
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号