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Features of the Russian Technology of Dam Construction with the Use of Roller Compacted Concrete

机译:俄罗斯大坝施工技术采用滚轮压实混凝土的特点

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In the 1970 s during the construction of Toktogulskaya HPP m in layer-by-layer technology,the developers have formed the view that in the inner zone of the dam there would be technologically and economically feasible to lay special concretes and concrete mixes.Their main distinction from vibrated concrete would have been the factor that just after laying and compaction such concrete mixes would be able to bear construction loads and,at the same time,be harmoniously combined with the technology of layer-by-layer concreting Search and laboratory and field testing of such concretes and mixes took several years and were mainly conducting with superhard concrete mixes.
机译:在20世纪70年代,在逐层技术施工托克苏尔卡亚HPP M期间,开发人员已经形成了在大坝内部区域的视野,在技术上和经济上可行的是,可以铺设特殊的混凝土和混凝土混合。本从振动混凝土的区别将是铺设和压实这种混凝土混合物的因素,这些混凝土混合物能够承受施工负荷,同时与层逐层混凝土搜索和实验室和现场的技术相结合测试这些混凝土和混合物花了几年,主要用超硬混凝土混合进行。

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