一种新型下卧式闸门设计计算方法的研究  

Research on Design Calculation Method forA New Under Horizontal Gate

作　　者：蒋德成[1] 赵中营 余迎宾[1] 

机构地区：[1]中国水电顾问集团成都勘测设计研究院,成都610072 [2]华电郑州机械设计研究院有限公司,郑州450000

出　　处：《中国农村水利水电》2012年第12期117-121,共5页China Rural Water and Hydropower

摘　　要：介绍了一种可以绕安装在闸室底板的转动轴转动,以适应不同水位和流量控制要求的新型闸门。下卧式闸门在挡水门顶溢流运行时,所形成的水流现象非常复杂,闸门受力也相对较复杂,目前没有相应规范来指导计算。采用平面简化结构计算和三维有限元计算相结合,然后通过两种计算结果分析后对闸门结构进行优化。This article describes a kind of new gate which can roll around the axis of rotation installed in the base plate of lock cham- ber to adapt to different water levels and requirements of flow control. The flow phenomenon of Under Horizontal Gate is very com- plex at the time of running of overflow to the top of water-remaining door. There is no corresponding specification to guide the calculation for the complex force at gate currently. This paper optimizes the gate structure by using the results of the plane simplified structure calculation and three-dimensional finite element calculation.

关 键 词：下卧式闸门 设计 计算 有限元 结构优化 

分 类 号：TU311.1[建筑科学—结构工程]