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作 者:廖湘辉[1] 余维[1] 周恒[1] 韦仕龙[1] 赵楚[1]
机构地区:[1]三峡大学,湖北宜昌443002
出 处:《水力发电》2016年第1期58-61,共4页Water Power
摘 要:对乌东德水电站建设中的左岸高线公路过坝道路下段和出线场道路隧洞的衬砌浇筑方案进行研究对比,在保证衬砌要求的前提下,进行了两台车的可靠性设计与分析,基于台车截面大小类似,在设计时尽量保证台车的主体结构相似,实现可互换性的要求,以节约成本。通过对钢模台车整体结构进行有限元分析得出,设计满足变形要求,结构合理可靠。By comparing the lining and pouring schemes of two tunnels in the left-bank highway of Wudongde Hydropower Station Project, two lining steel trolleys are designed for the construction of two tunnels. The reliability design and analysis of two steel trolleys are carried out on the premise of guaranteeing the lining requirements. As the similar section of two steel trolleys, the main structure of two trolleys is designed to be similar as far as possible to keep the interchangeabillty of two trolleys, which can save cost. The finite element analysis is carried out on the structure of two trolleys, and the result reveals that the structures is reasonable and meet the requirements of deformation.
关 键 词:高线公路 隧洞 钢模台车 互换性 有限元分析 乌东德水电站
分 类 号:TV672.1[水利工程—水利水电工程]
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