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METHOD FOR ERECTION OF MASSIVE CONCRETE DAMS IN SEVERE CLIMATIC CONDITIONS

机译:在恶劣气候条件下架设混凝土大坝的方法

摘要

FIELD: construction.;SUBSTANCE: invention is related to hydrotechnical construction of massive concrete dams in severe climatic conditions. Method includes laying of concrete in multilayer blocks into upstream pillar, preferably in cold period of the year in warm curb under covers and open single-layer blocks into downstream wedge of concrete dam preferably in warm season of the year. In order to provide favorable conditions of concrete hardening in downstream wedge in horizontal seam between single-layer blocks at the distance from 0.3 to 1.5 m from surface of downstream wedge, on which heat insulation coat is arranged, for the time of winter interruption in its concreting, a heat generating system made of heating wires is placed, such as PPZhG, PNSV or similar. Heat generating system is used to maintain temperature mode in upper part of downstream wedge erected tier concrete work within the limits specified by thermal calculations.;EFFECT: invention makes it possible to increase economic efficiency of concrete works performance technology, to prevent appearance of deep temperature cracks in concrete of downstream wedge and to reduce time of winter break in its concreting.
机译:技术领域本发明涉及在恶劣气候条件下的大型混凝土大坝的水力技术建设。方法包括将多层砌块中的混凝土铺设到上游支柱中,最好是在一年中的寒冷时期,将其放在温暖的路缘下,然后在一年中的暖季中,将单层砌块打开到混凝土坝的下游楔形中。为了提供良好的条件,使单层砌块之间的水平缝中的下游楔块中的下游楔块与下游楔块的表面相距0.3至1.5 m(在上面布置了隔热层),以便在冬季中断时硬化混凝土具体而言,放置由电热丝制成的发热系统,例如PPZhG,PNSV或类似物。热量产生系统用于将下游楔形砌筑混凝土工程上部的温度模式保持在热计算指定的范围内。效果:本发明可以提高混凝土工程性能技术的经济效率,防止出现深层温度在下游楔形混凝土中开裂,并减少混凝土浇筑的冬歇时间。

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