高摩赞大坝混凝土入仓方案的设计与实施  

Design and Construction of The Approach for Delivering Concrete to Placing Site at Gomal Zam Dam

作　　者：程勇清[1] 

机构地区：[1]中国水利水电第七工程局有限公司海外事业部,四川成都610081

出　　处：《四川水力发电》2013年第1期38-41,124,共4页Sichuan Hydropower

摘　　要：混凝土入仓方式是根据大坝体型结构、周边地形地貌条件、主要施工设备的选择和布置、施工辅助企业的生产能力等因素综合考虑确定的。较为详细地阐述了高摩赞碾压混凝土(RCC)曲线形重力坝按高程采用三种不同混凝土入仓方式的具体设计与实施过程,充分体现了因地制宜、因陋就简、力求节约的原则,取得了较好的经济效益。The approach for delivering concrete to placing site is determined after comprehensively considering the feature of dam structure,the surrounding topographic condition,the selection and layout of main construction equipment and the productive capacity of the construction plants.This paper gives a detail description to three different approaches of delivering concrete to placing sites at different elevations in construction of Gomal Zam curved RCC gravity dam.The selection entirely followed the principles of taking advantage of local and available conditions and of saving cost as far as possible so that good economic benefit has been obtained.

关 键 词：曲线形重力坝 碾压混凝土 入仓方式 真空溜槽 皮带机 高摩赞水利枢纽 

分 类 号：TV544.921[水利工程—水利水电工程]