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METHOD FOR ERECTION OF CAST-IN-PLACE VAULT STRUCTURES

机译:架设在地的传话结构的方法

摘要

the invention u043eu0442u043du043eu0441u0438u0442u0441u00a0 construction and u0438u0441u043fu043eu043bu044cu0437u0443u0435u0442u0441u00a0 for constructing monolithic thin-walled u0441u0432u043eu0434u0447u0430u0442u044bu0445 structures on the u043fu043du0435u0432u043cu043eu043eu043fu0430u043bu0443u0431u043au0435. the purpose of u0438u0437u043eu0431u0440u0435u0442u0435u043du0438u00a0 - reducing material and labour costs, and improve the performance of structures.the u0440u0430u0437u0434u0435u043bu00a0u044eu0442 airtight partitions at the central 5 and two isolated lateral four chamber, u0441u043eu0435u0434u0438u043du00a0u044eu0442 partition flexible horizontal diaphragm. lay it on the horizontal ground support elements on both sides of the upper fabric 6 on the side chamber 4 and u0441u043eu0435u0434u0438u043du00a0u044eu0442 them between a flexible u0441u0432u00a0u0437u044cu044e 8.the installation of support elements in the design position u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 in the process of pumping air from the chambers 4 shell after u043fu043eu0434u043du00a0u0442u0438u00a0 code in the design position. 6).
机译:发明 u043e u0442 u043d u043e u0441 u0438 u0442 u0441 u00a0结构和uu4438 u043f u043d u0435 u0432 u0432 u043c u043e u043e u043e u043f u0430 u043b u0443 u0431 u043a 上的-uwall壁结构 u0441 u0432 u043e u0434 u0447 u0430 u0435。 u0438 u0437 u043e u0431 u0440 u0435 u0442 u0435 u043d u0438 u00a0的目的-减少材料和人工成本,并改善结构的性能。 u0440 u0430 u0437 u0437 u0434 u0435中央5处的气密隔板和两个独立的侧面四腔室,水平隔板上的隔板为挠性隔板。 u0441 u043e u0435 u0434 u0438 u043d u004d u00a0 u044e u0442将其放置在侧室4的上部织物6两侧的水平地面支撑元件上,并在柔性的 u0441 u0432 u00a0和 u0441 u0432 u0432 u0437 u044c u044e 8.将支撑元件安装在设计位置 u043f u0440 u043e u0438 u0437 u0432 u043e u0434 u00a0 u0442在从腔室4壳体抽气后的过程中, u043f u043e u0434 u043d u00a0 u0442 u0438 u00a0代码位于设计位置。 6)。

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