SPACE PLATFORM foundation, combined with the reservoir in the closed system, for construction on weak, permafrost, and heaving soils in seismic zones (optional)

摘要

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ribs down, the u043du0438u0436u043du00a0u00a0 without u0437u0430u0433u043bu0443u0431u043bu0435u043du0438u00a0 plate installed on the outer surface of the groundat the top of the tank is installed with service their pipelines and equipment, the size of the square u043eu043fu0438u0440u0430u043du0438u00a0 spatial base u043fu043bu0430u0442u0444u043e u0440u043cu044b u0432u044bu0431u0438u0440u0430u044eu0442u0441u00a0 greater than the size of the square u043eu043fu0438u0440u0430u043du0438u00a0 u043du0430u0434u0444u0443u043du0434u0430u043cu0435u043du0442u043du043eu0433u043e u0441u0442u0440u043eu0435u043du0438u00a0, between the upper and lower plates formed u0432u0435u043du0442u0438u043bu0438u0440u0443u0435u043cu043eu0435 in all u043du0430u043fu0440u0430u0432u043bu0435u043du0438u00a0u0445 u043fu0440u043eu0434u0443u0432u0430u0435u043cu043eu0435,u043fu0440u0435u0434u043eu0442u0432u0440u0430u0449u0430u044eu0449u0435u0435 heat transfer between the heated filler tank, and u0432u0435u0447u043du043eu043cu0435u0440u0437u043bu044bu043c u043eu0431u0435u0441u043fu0435u0447u0438u0432u0430u00a0 soil, thus its strength properties between the lower fire the foundation soil in seismic zones set u0441u043au043eu043bu044cu0437u00a0u0449u0438u0439 layer of materials with low value of u0442u0440u0435u043du0438u00a0 u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 on the u0443u043cu0435u043du044cu0448u0430u044eu0449u0438 in the friction between the base platform and the base.outline the spatial base platform installed shields which are docked with the upper and lower plates and a reserve capacity of dr. u043bu00a0 drain liquid from the reservoir to the emergency u0441u0438u0442u0443u0430u0446u0438u00a0u0445 in the upper oven implemented u043eu0442u0432u0435u0440u0441u0442u0438u00a0 to cover u0434u043bu00a0 inspection and emergency u043du0430u043fu043eu043bu043du0435u043du0438u00a0 reserve capacity, ilb. u0430u0437u043eu0432u0430u043du043du043eu0439 bottom plate and the shield, thein u0448u0438u0438u0442u0430u0445 installed air pipes and u0432u044bu0442u00a0u0436u043du044bu0435 u0434u043bu00a0 natural or forced u0432u0435u043du0442u0438u043bu00a0u0446u0438u0438, u043eu0442u043bu0438u0447u0430u044eu0449u0430u00a0u0441u00a0, between the concrete slabs u0432u0435u0440u0445u043d and the lower u043fu043eu00a0u0441u043eu0432 spatial base platform installed concrete beams or trusses located radially, which have raised u0432u0435u0440u0445u043d yoo line and fastened in the center of u043cu043eu043du043eu043bu0438u0442u043du044bu043c rigid u00a0u0434u0440u043eu043c,a reinforced concrete slabs are in terms of u0442u0440u0430u043fu0435u0446u0438u0435u0432u0438u0434u043du0443u044e (or u0441u0435u0433u043cu0435u043du0442u043du0443u044e) form carried on u043du0430u043au043bu043eu043du043du044bu043c u0433u0440u0430u043du00a0u043c reinforced concrete beams or farms, sloping to the center u0436u0435u043bu0435u0437u043eu0431 u0435u0442u043eu043du043du044bu0435 stove top u043fu043eu00a0u0441u0430 spatial base platform form a conic bottom u0440u0435u0437u0435u0440u0432u0443u0430u0440u043du043eu0439 construction, reinforced concrete beams or trusses are u0448u043fu043eu043du043eu0447u043du044bu0435 extrusion with tilt rods u043au043bu0438u043du043eu0432u0438u0434u043du044bu043cu0438 u0433u0440u0430u043du00a0u043cu0438,a concrete slab upper and lower u043fu043eu00a0u0441u043eu0432 - u0443u0433u043bu0443u0431u043bu0435u043du0438u00a0, in which u0432u0445u043eu0434u00a0u0442 u0448u043fu043eu043du043eu0447u043du044bu0435 extrusion reinforced concrete beams or farms, u0448u043fu043eu043du043eu0447u043du044bu0435 extrusion and u0443u0433u043bu0443u0431u043bu0435u043du0438u00a0 mo gut be u0430u0440u043cu0438u0440u043eu0432u0430u043du044b editions of rebar, u0448u043fu043eu043du043au0438 and seams between concrete beams and slabs u0437u0430u043cu043eu043du043eu043bu0438u0447u0438u0432u0430u044eu0442u0441u00a0 between concrete beams or farms in the u043fu043eu043fu0435u0440u0435 u0447u043du043eu043c direction u0443u0441u0442u0430u043du0430u0432u043bu0438u0432u0430u044eu0442u0441u00a0 cross u0441u0432u00a0u0437u0438,the tank is made of u0441u0442u0430u043bu0435u0436u0435u043bu0435u0437u043eu0431u0435u0442u043eu043du043du044bu0445 elements u0441u043eu0441u0442u043eu00a0u0449u0438u0445 their reinforced concrete slabs of flat or u043au0440u0438u0432u043eu043bu0438u043du0435u0439u043du043eu0433u043e u043eu0447u0435u0440u0442u0430u043du0438u00a0 with spatial me u0442u0430u043bu043bu0438u0447u0435u0441u043au0438u043c u0448u043fu0440u0435u043du0433u0435u043bu0435u043c in u043au0440u0438u0432u043eu043bu0438u043du0435u0439u043du043eu043c contour bulge is oriented inside the tank, the tank is installed and fixed to the spatial foundation noah platformbetween a concrete slab u0441u043eu0435u0434u0438u043du00a0u044eu0442u0441u00a0 knots through fixtures, and u0448u043fu0440u0435u043du0433u0435u043bu0438 - longitudinal u0441u0442u0435u0440u0436u043du00a0u043cu0438, u043fu043eu00a0u0441u0430 u0448u043fu0440u0435u043du0433u0435u043bu0435u0439 may u043fu0440u0435u0434u043du0430u043fu0440u00a0u0433u0430u0442u044cu0441u00a0, oh u043au0440u0443u0436u043du043eu043c direction spatial u0448u043fu0440u0435u043du0433u0435u043bu0438 u0441u0442u0430u043bu0435u0436u0435u043bu0435u0437u043eu0431u0435u0442u043eu043du043du044bu0445 plates u0440u0435u0437u0435u0440u0432u0443u0430u0440u043du043eu0439 design u0441u043eu0435u0434u0438u043du00a0u044eu0442u0441u00a0 u0441u0442u0435u0440u0436u043du00a0u043cu0438 which may u043fu0440u0435u0434u043du0430u043fu0440u00a0u0433u0430u0442u044cu0441u00a0,and in the vertical direction u0448u043fu0440u0435u043du0433u0435u043bu0438 with additional rods are u043au043eu043du0442u0440u043eu0444u043eu0440u0441u044b, connected to a base platform, which can also pre u0434u043du0430u043fu0440u00a0u0433u0430u0442u044cu0441u00a0, the spatial coverage of the reservoir u043eu0431u0440u0430u0437u0443u0435u0442u0441u00a0 u0441u0442u0430u043bu0435u0436u0435u043bu0435u0437u043eu0431u0435u0442u043eu043du043du044bu0445 elements u043eu043fu0438u0440u0430u0435u0442u0441u00a0 in the reservoir and u0440u0430u043cu043du044bu043c way u043fu0440u0438u0441u043eu0435u0434u0438u043du00a0u044eu0442u0441 u00a0 to u043au043eu043du0442u0440u0444u043eu0440u0441u0430u043c, thus, the upper structure of tank cover, wallconic bottom attached to a base platform and form a closed system.;2. u043fu0440u043eu0441u0442u0440u0430u043du0441u0442u0432u0435u043du043du0430u00a0 u0444u0443u043du0434u0430u043cu0435u043du0442u043du0430u00a0 platform u043eu0431u044au0435u0434u0438u043du0435u043du043du0430u00a0 tank in a closed structure, u0434u043bu00a0 construction on the weak ground and with u0432u0435u0447u043du043eu043cu0435u0440u0437u043bu044bu0445, u043fu0443u0447u0438u043du0438u0441u0442u044bu0445 u0435u0439u0441u043cu0438u0447u0435u0441u043au0438u0445 zones on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0430u00a0u0441u00a0, reinforced concrete beams or trusses with u0448u043fu043eu043du043eu0447u043du044bu043cu0438 u0441u043eu0435u0434u0438u043du0435u043du0438u00a0u043cu0438 u0440u0430u0441u043fu043eu043bu0430u0433u0430u044eu0442u0441u00a0 between upper and lower u043fu043eu00a0u0441u043eu0432 u043fu0440u043eu0441u0442u0440u0430 concrete slabs u043du0441u0442u0432u0435u043du043du043eu0439 base platform in parallel, the tank is u0441u0432u043eu0434u0447u0430u0442u043eu0439 arch form in the form of u043fu0440u0438u0437u043cu0430u0442u0438u0447u0435u0441u043au043eu0433u043e u043cu043du043eu0433u043eu0433u0440u0430u043du043du0438u043au0430, u0432u043fu0438u0441u0430u043du043du043eu0433u043e in the cylindrical u0440u0445u043du043eu0441u0442u044c, u043eu0447u0435u0440u0447u0435u043du043du0443u044e on square parabola or other curveforming the parallel beams or farms spatial base platform, walls and u043fu043eu043au0440u044bu0442u0438u00a0 reservoir incorporated in the arch was taken to the vaulted u043au043eu043du0441u0442u0440u0443u043au0446u0438 yu, u043au043eu0442u043eu0440u0430u00a0 u0437u0430u043cu044bu043au0430u0435u0442u0441u00a0 u0442u043eu0440u0446u043eu0432u044bu043cu0438 walls, flat or u043au0440u0438u0432u043eu043bu0438u043du0435u0439u043du043eu0439 form of u0441u0442u0430u043bu0435u0436u0435u043bu0435u0437u043eu0431u0435u0442u043eu043du043du044bu0445 elements, and, in general, attached to the spatial base the platform and with it form a whole rigid structure.