摘要
通过对地下圆拱式单井口砖薄壳的池壁、砖薄壳顶盖及拉梁和底板进行受力分析和结构计算,阐明了该种结构是一种受力合理、安全可靠的结构.
Based on structure calculation of the pool wall, the top-cover of thin brick shell, pull beam and base plate of underground round-arch single-well-head thin brick shell, the paper proves that such a structure can bear load well and safely.
出处
《湖南工程学院学报（自然科学版）》
2005年第4期81-84,共4页
Journal of Hunan Institute of Engineering(Natural Science Edition)
关键词
砖薄壳
拉梁
底板
抗浮
thin brick shell
pull beam
base plate
resist flotage
