MULTI cultural facilities for the entertainment activities

摘要

1.multifunctional and massive construction u0434u043bu00a0 shows u043cu0435u0440u043eu043fu0440u0438u00a0u0442u0438u0439, which located in the foundation building, a u043au0443u043fu043eu043bu044cu043du043eu0435 coating u0432u044bu043fu043eu043bu043d u0435u043du043du043eu0435 as load, u043eu043fu0438u0440u0430u044eu0449u0435u0439u0441u00a0 perimeter u0437u0434u0430u043du0438u00a0 and covered shelter, u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0, u043du0435u0441u0443u0449u0430u00a0 u043au043eu043du0441u0442u0440u0443u043au0446u0438u00a0 dome u043fu0440u0435u0434u0441u0442u0430u0432u043bu00a0u0435u0442 a composition ing rib rigidityu0441u0432u00a0u0437u0430u043du043du044bu0435 in lower and upper u0447u0430u0441u0442u00a0u0445 inside the dome, respectively, the lower and the upper u043au043eu043bu044cu0446u0435u043eu0431u0440u0430u0437u043du044bu043cu0438 elements, in addition, ribs, rigidity in the zones u0441u043eu0435u0434u0438u043du0435u043du0438u00a0 parts on the inner side of the dome u0441u0432u00a0u0437u0430u043du044b additional u043au043eu043bu044cu0446u0435u043eu0431u0440u0430u0437u043du044bu043cu0438 elements whose shape corresponds to the shape of the cross with u0435u0447u0435u043du0438u00a0 dome, the dome is equipped with, at least,the u0442u0440u0435u043cu00a0 u043eu0441u043du043eu0432u0430u043du0438u00a0u043cu0438 located in the plane of u043au043eu043bu044cu0446u0435u043eu0431u0440u0430u0437u043du044bu0445 elements rigidly u0441u0432u00a0u0437u0430u043du043du044bu043cu0438 with them and through u0432u0430u043du0442u043eu0432u043eu0439 structure suspended by coop ola in zones of u0441u043eu0435u0434u0438u043du0435u043du0438u00a0 u043au043eu043bu044cu0446u0435u043eu0431u0440u0430u0437u043du044bu0445 elements with ribs, rigidity of the possibility of u0444u043eu0440u043cu0438u0440u043eu0432u0430u043du0438u00a0 additional space u0434u043bu00a0 additional functional space u0449u0435u043du0438u0439.;2. the construction of 1, u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0, sustaining base is in the form of a radially surrounding farms, on the one hand attached to u043au043eu043bu044cu0446u0435u043eu0431u0440u0430u0437u043du044bu043c elements in their areas of u043au0440u0435u043fu043bu0435u043du0438u00a0 to composite u0447u0430u0441u0442u00a0u043c rib stiffness, on the other hand u0441u0432u00a0u0437u0430u043du043du044bu0445 with each other through the connecting element.;3. the construction of u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 1, so that u043au043eu043bu044cu0446u0435u043eu0431u0440u0430u0437u043du044bu0435 elements are integral and are in a form of u0448u0432u0435u043bu043bu0435u0440u0430 directed ribs inside the dome with the ability full u0432u043eu0441u043fu0440u0438u00a0u0442u0438u00a0 u0440u0430u0441u0442u00a0u0436u0435u043du0438u0439.;4. the construction of p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 what component of ribs, rigidity u043fu0440u0435u0434u0441u0442u0430u0432u043bu00a0u044eu0442 a mr. creative form poles with sites u0434u043bu00a0 u043fu0440u0438u0441u043eu0435u0434u0438u043du0435u043du0438u00a0 to u043au043eu043bu044cu0446u0435u043eu0431u0440u0430u0437u043du043eu043cu0443 element to related composite u0447u0430u0441u0442u00a0u043c and the building, with the angle between the plots supports mr. form different images depending on the curvature of the dome.and the building completed in cross-section with a closed profile with the possibility of u0432u043eu0441u043fu0440u0438u00a0u0442u0438u0438 efforts on the curve.;5. the construction of u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 1, so that the u0432u0430u043du0442u043eu0432u0430u00a0 u043au043eu043du0441u0442u0440u0443u043au0446u0438u00a0 consists of flexible u0440u0430u0441u0442u00a0u043du0443u0442u044bu0445 elements employed in the u0440u0430u0441u0442u00a0u0436u0435u043du0438u0435 and implemented in the form of a cable or u0448u0442u0430u043d the adjustable length.;6. the construction of u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 1, so that the design elements of u0432u0430u043du0442u043eu0432u043eu0439 u0437u0430u043cu043eu043du043eu043bu0438u0447u0435u043du044b with self-supporting basis into a single rigid structure, ensuring the the distribution of loads resulting from the external side of the dome, inside the elements of the construction of the dome.;7. the construction of u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 1, so that the rib stiffness, u043au043eu043bu044cu0446u0435u043eu0431u0440u0430u0437u043du044bu0435 elements and bearing base are made of a light metal material.