摘要
为了提高涵闸底板的设计质量和设计水平,从实际涵闸工程设计入手,提出了变截面双悬臂闸底板的计算模型;同时采用满应力准则法设计了六种型式的双悬臂闸底板。结果表明,采用连续板式或分离式闸底板式设计可节省工程量20%以上。
o improve the design quality and level of sluicing culvert,the analytic model of double out-stretch sluicing floor with variable cross section is provided on the basis of practicdl engineering design experience. The calculaton chart;for six different forms of double out-stretch sluicing floor are also given in the paper. The criterion of full stress optimization is applied in the calculation.The results indicates that about 20%of engineering cost could be saved compared with model of continuous of discrete sluicing floor.
出处
《河海大学学报(自然科学版)》
CAS
CSCD
1995年第3期44-50,共7页
Journal of Hohai University(Natural Sciences)
关键词
涵闸
闸底板
优化设计
双悬臂梁
变截面
sluicing floor full stress design double out-stretch beam with variable cross section