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FLOOR OF MULTISTOREY LARGE-SPAN BUILDING ERECTED BY FLOOR LIFTING METHOD

机译:楼层提升法建造的多层大楼的楼层

摘要

the invention u043eu0442u043du043eu0441u0438u0442u0441u00a0 to the severing of the multilevel u0431u043eu043bu044cu0448u0435u043fu0440u043eu043bu0435u0442u043du043eu0433u043e u0437u0434u0430u043du0438u00a0 erected by lifting the floor slab. the purpose of u0438u0437u043eu0431u0440u0435u0442u0435u043du0438u00a0 - enhancing the rigidity of u043fu0435u0440u0435u043au0440u044bu0442u0438u00a0 while reducing the material consumption. plate u043fu0435u0440u0435u043au0440u044bu0442u0438u00a0 implemented a height of two or three parts, located in the gap between them.in u0437u0430u0437u043eu0440u0430u0445 installed u0441u0432u00a0u0437u0435u0432u044bu0435 elements in the form of concrete beams with u043eu0442u0432u0435u0440u0441u0442u0438u00a0u043cu0438 who u0441u043eu043eu0441u043du044b additional u043eu0442u0432u0435u0440u0441u0442u0438u00a0u043c parts plate. in the last u043eu0442u0432u0435u0440u0441u0442u0438u00a0u0445 and u043eu0442u0432u0435u0440u0441u0442u0438u00a0u0445 concrete bricks placed reinforcing frames, u0437u0430u043cu043eu043du043eu043bu0438u0447u0435u043du043du044bu0435 concrete. concrete bars are placed between the first and second u0447u0430u0441u0442u00a0u043cu0438 slabs in u043fu0440u043eu043bu0435u0442u043du044bu0445 and in reference areas, and between the second and third in the reference areas. 1, z. s - lu, 5).
机译:本发明 u043e u0442 u043d u043e u0441 u0438 u0442 u0441 u00a0到多级 u0431 u043e u043b u044c u0448 u0435 u0435 u043f u0440 u043e u043b u0435 u2通过抬起地板来安装 u043d u043e u0433 u043e u0437 u0434 u0430 u043d u0438 u00a0。 u0438 u0437 u043e u0431 u0440 u0435 u0442 u0435 u043d u0438 u00a0的目的-增强 u043f u0435 u0440 u0435 u043a u0440 u044b u0442 u0438 u00a0的刚性同时减少材料消耗。板 u043f u0435 u0440 u0435 u043a u0440 u044b u0442 u0438 u00a0的高度为两个或三个部分,位于它们之间的间隙中。在 u0437 u0430 u0437 u043e u0440 u0430 u0445以混凝土梁形式安装了 u0441 u0432 u00a0 u0437 u0435 u0432 u044b u0435单元,其中 u043e u0442 u0432 u0435 u0440 u0441 u0442 u0442 u0438 u00a0 u043c u043c u0441 u043e u043e u0441 u043d u044b其他 u043e u0442 u0432 u0435 u0440 u0441 u0442 u0438 u00a0 u043c零件板。在最后的 u043e u0442 u0432 u0435 u0440 u0441 u0442 u0438 u00a0 u0445和 u043e u0442 u0432 u0435 u0440 u0441 u0442 u0432 u0438 u00a0 u0445中, u0437 u0430 u043c u043e u043d u043e u043b u0438 u0447 u0435 u043d u043d u044b u0435混凝土。在 u043f u0440 u043e u043b u0435 u0442 u043d u044b u0445中的第一个和第二个 u0447 u0430 u0441 u0442 u00a0 u043c u0438平板之间以及参考区域之间以及之间参考区域中的第二和第三。 1,z。 s-lu,5)。

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