title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð² Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: High-rise multifunctional building with underground parking in Saint-Petersburg
Creators: name: ÐÐ²ÐµÑÐµÐ², ÐÐ°Ð½Ð¸Ð»
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2021
Subjects: ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
civil engineering
unique building
business center
console slab
beam floor

description: Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð°Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð¾ÑÐ¸ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸Ðµ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¤â87 Ð¾Ñ 16 ÑÐµÐ²ÑÐ°Ð»Ñ 2008Ð³. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð¿Ð»Ð°Ð½ ÑÑÐ°ÑÑÐºÐ°, Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÐµ, Ð¾Ð±ÑÐµÐ¼Ð½Ð¾-Ð¿Ð»Ð°Ð½Ð¸ÑÐ¾Ð²Ð¾ÑÐ½ÑÐµ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ, Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ Ð¿Ð¾ Ð¿Ð¾Ð¶Ð°ÑÐ½Ð¾Ð¹ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸ Ð¸ Ð´Ð¾ÑÑÑÐ¿Ñ Ð¸Ð½Ð²Ð°Ð»Ð¸Ð´Ð¾Ð², Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ Ð¿ÑÐ¾ÐµÐºÑ Ð¾ÑÐ³Ð°Ð½Ð¸Ð·Ð°ÑÐ¸Ð¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¸ ÑÐ¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð° ÑÐ¼ÐµÑÐ½Ð°Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð¾-Ð¼Ð¾Ð½ÑÐ°Ð¶Ð½ÑÐµ ÑÐ°Ð±Ð¾ÑÑ. Ð§Ð°ÑÑÐ¾ ÑÐ¾Ð·Ð´Ð°Ð½Ð¸Ðµ ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¾Ð±Ð»Ð¸ÐºÐ° Ð·Ð´Ð°Ð½Ð¸Ñ Ð¿ÑÐµÐ´Ð¿Ð¾Ð»Ð°Ð³Ð°ÐµÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð½ÑÐ¾Ð»ÐµÐ¹, Ð² ÑÐ¾Ð¼ ÑÐ¸ÑÐ»Ðµ Ð¸ Ð² Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸ÑÑ. ÐÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ ÑÐ¼ÐµÐ½ÑÑÐ°ÐµÑ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð¾ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÐµÐ¼ÑÑ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð¸ ÑÐ²ÐµÐ»Ð¸ÑÐ¸Ð²Ð°ÐµÑ ÑÐ¿ÐµÐºÑÑ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½ÑÑ Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹. Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÐ°ÑÑÑÑ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÑ ÑÑÐ°ÑÑÐºÐ¾Ð² Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÑ Ð±Ð°Ð»Ð¾Ðº Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ¼Ð¸ Ð²ÑÐ»ÐµÑÐ¾Ð¼ 6000, 5100, 4440, 3770, 2440 Ð¸ 2070Ð¼Ð¼. Ð ÑÐ°Ð¼ÐºÐ°Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: â¢ Ð¸Ð·ÑÑÐ¸ÑÑ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ Ð¿Ð¾ ÑÐµÐ¼Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ â¢ Ð²ÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ ÑÐ±Ð¾Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÑÐµÐ¼ÑÐµ ÐºÐ¾Ð½ÑÐ¾Ð»Ð¸ â¢ ÑÐ¾Ð·Ð´Ð°ÑÑ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð¸Ð· ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² â¢ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÑÑÐ¸ ÑÐ°ÑÑÑÑ Ð² ÐÐ SCAD, Ð¿Ð¾Ð»ÑÑÐ¸ÑÑ ÑÐ¿ÑÑÑ Ð¸Ð·Ð³Ð¸Ð±Ð°ÑÑÐ¸Ñ Ð¼Ð¾Ð¼ÐµÐ½ÑÐ¾Ð² Ð² Ð±Ð°Ð»ÐºÐ°Ñ, ÑÐ°ÑÑÑÐ¸ÑÐ°ÑÑ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ â¢ Ð¿Ð¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÐ°ÑÑÑÑÐ° Ð¿ÑÐ¸Ð½ÑÑÑ Ð°ÑÐ¼Ð°ÑÑÑÑ â¢ Ð²ÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ ÑÐ°ÑÑÑÑ Ð½Ð°Ð¿ÑÑÐ¶ÑÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ ÐÑÐ¸Ð½ÑÑÐ¾Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð½Ð°ÑÐ¾Ð´Ð¸ÑÑÑ Ð² ÑÑÐ°Ð´Ð¸ÑÐ¸Ð¾Ð½Ð½Ð¾ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÐµÐ¼Ð¾Ð¼ Ð´Ð¸Ð°Ð¿Ð°Ð·Ð¾Ð½Ðµ. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð° Ð¿ÑÐ¾Ð²ÐµÑÐºÐ° Ð¿Ð¾ II Ð³ÑÑÐ¿Ð¿Ðµ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹, Ð¸Ð· ÐºÐ¾ÑÐ¾ÑÐ¾Ð¹ ÑÐ»ÐµÐ´ÑÐµÑ, ÑÑÐ¾ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÐ¼Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð¿ÑÐ¸Ð³Ð¾Ð´Ð½Ð° Ðº ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸. ÐÐ¾ÐºÐ°Ð·Ð°Ð½Ð¾, ÑÑÐ¾ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ÑÑÐ»ÐµÐ´ÑÐµÐ¼ÑÑ ÐºÐ¾Ð½ÑÐ¾Ð»ÐµÐ¹ Ð² ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸ÑÑ Ð½Ðµ ÑÑÐµÐ±ÑÐµÑ ÑÐ¿ÐµÑÐ¸Ð°Ð»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ð¹.
description: The paper presents the project documentation for the construction of an office building in accordance with the Decree of the Government of the Russian Federation â 87 of February 16, 2008. The site plan, architectural, space-planning and design solutions, measures for fire safety and access for the disabled were developed, the construction organization project was completed and the estimated documentation for construction and installation works was compiled. Often, creating a unique appearance of a building involves the use of consoles, including in high-rise buildings. The use of cantilever floors reduces the number of load-bearing columns used and increases the range of possible architectural solutions. In this paper, calculation of cantilever sections of the overlap and the analysis of the reinforcement of cantilever beams with cantilevers with a span of 6000, 5100, 4440, 3770, 2440 and 2070 mm were done. As part of research, following tasks were completed: â¢ study the literature on the research topic â¢ collect loads on the projected consoles â¢ create a model from finite elements â¢ make calculations in the SCAD PC, get a diagram of the bending moments in the beams, calculate the necessary reinforcement â¢ according to the results of the calculation, accept the reinforcement â¢ perform the calculation of the stress-strain state The adopted reinforcement is in the traditionally used range. A test was carried out for the II group of limit states, from which it follows that the design in question is suitable for operation. It is shown that the use of the studied consoles in unique buildings does not require special design measures.