重庆藤子沟水电站整体提升模的设计与应用  

Design and application of integral combination lifting form

作　　者：任志勇 

机构地区：[1]中国水利水电第八工程局三分局,贵阳550002

出　　处：《水电勘测设计》2006年第1期28-29,共2页

摘　　要：在小洞径竖井混凝土衬砌施工中，混凝土方量一般较少，假若采用一套完整的滑模系统施工，成本将投入太大，特别是在单竖井而非竖井群的情况下更不现实。若采用组合式整体提升模来进行直径5．0m以下小洞径竖井混混凝土衬砌施工，则可以大大降低成本，衬砌施工将变得更加简单、灵活，可以大大提高衬砌速度。The concrete volume is small in the concrete lining construction of the shaft with small diameter. The great cost is needed if a set of slip form is used for the concrete lining construction. It is unrealistic for the construction especially in the single shaft rather than the group of shafts. It will decrease the cost greatly if an integral combination lifting form is used for concrete lining construction of small shaft with a diameter below 0.5m. The concrete lining construction is more simpl, flexible and fast, and at the same time can greatly accelerate the speed of concrete lining construction,

关 键 词：调压井 升井 混凝土衬砌 组合式整体提升模板 设计 应用 

分 类 号：TV642.42[水利工程—水利水电工程] TU758.11[建筑科学—建筑技术科学]