title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 121,8 Ð¼ÐµÑÑÐ¾Ð²
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: Apartment-hotel building with a height of 121.8 meters
Creators: name: Ð¡Ð°Ð´ÐºÐ¾Ð²Ð°, Ð®Ð»Ð¸Ñ
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: Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐ¹ Ð½Ð°ÑÑÐ¸Ð»
Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ
Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ
ÑÑÐµÐ¿Ð»ÐµÐ½Ð¸Ðµ Ð½Ð°ÑÑÐ¸Ð»Ð° Ñ Ð±ÐµÑÐ¾Ð½Ð¾Ð¼
high-rise buiding
steel-reinforced concrete slab
steel profiled sheet
strength
apartment-hotel
coupling of the sheet with concrete

description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ» ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½ Ð¿ÑÐ¾ÐµÐºÑ 30-ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð¾Ð¼, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ Ð¿Ð»Ð¸ÑÑ, ÐºÐ°Ðº Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð·Ð°Ð¼ÐµÐ½Ñ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð±ÐµÐ·Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ð³Ð¾ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð±ÑÐ» Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½ ÑÑÐ´ Ð·Ð°Ð´Ð°Ñ: 1. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ ÑÐ°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð·Ð°Ð´Ð°Ð½Ð¸ÐµÐ¼ 2. ÐÑÐ¾Ð²ÐµÑÑÐ¸ ÑÐ°ÑÑÐµÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ Ð¿Ð»Ð¸ÑÑ 3. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÑ Ð¸ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð´Ð²ÑÑ ÑÐ¸ÑÑÐµÐ¼ 4. Ð¡ÑÐ¾ÑÐ¼ÑÐ»Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½Ð¾Ð¼ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¸, Ð²ÑÑÐ²Ð¸ÑÑ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð° Ð¸ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐºÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ ÑÐ°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸: ÑÑÐµÐ¼Ð° Ð¿Ð»Ð°Ð½Ð¸ÑÐ¾Ð²Ð¾ÑÐ½Ð¾Ð¹ Ð¾ÑÐ³Ð°Ð½Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð·ÐµÐ¼ÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÑÐ°ÑÑÐºÐ°, Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÐµ Ð¸ Ð¾Ð±ÑÐµÐ¼Ð½Ð¾-Ð¿Ð»Ð°Ð½Ð¸ÑÐ¾Ð²Ð¾ÑÐ½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ, ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ, Ð¿ÑÐ¾ÐµÐºÑ Ð¾ÑÐ³Ð°Ð½Ð¸Ð·Ð°ÑÐ¸Ð¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°, ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ Ð¿ÑÐ¾ÑÐµÑÑÐ¾Ð², Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ Ð¿Ð¾ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ñ Ð¿Ð¾Ð¶Ð°ÑÐ½Ð¾Ð¹ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸, Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ Ð¿Ð¾ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ñ Ð´Ð¾ÑÑÑÐ¿Ð° Ð¸Ð½Ð²Ð°Ð»Ð¸Ð´Ð¾Ð², ÑÐ¼ÐµÑÐ° Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ°Ñ ÑÐ°ÑÑÑ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð±ÑÐ»Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð° ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð°Ñ Ð¿Ð»Ð¸ÑÐ° Ð¿Ð¾ ÑÑÐ°Ð»ÑÐ½Ð¾Ð¼Ñ Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¼Ñ Ð½Ð°ÑÑÐ¸Ð»Ñ, Ð¿ÑÐ¸Ð¼ÐµÐ½Ð¸Ð¼Ð°Ñ Ð´Ð»Ñ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÐµÑÐ¼Ð¾ÑÑÑ Ð½Ð° ÑÐ»Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ ÑÐ°ÑÑÐµÑÐ°, Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð½ÑÐµ Ð³Ð»Ð°Ð²Ð½ÑÐ¼ Ð¾Ð±ÑÐ°Ð·Ð¾Ð¼ Ð½Ð° ÑÑÐ°Ð´Ð¸Ð¹Ð½Ð¾ÑÑÐ¸ ÑÐ°Ð±Ð¾ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸, ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ Ð½Ð° ÑÑÐ°Ð»ÑÐ½ÑÑ Ð¿ÑÐ¾ÑÐ¸Ð»ÑÑ Ð´Ð°ÑÑ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ ÑÐ²ÐµÐ»Ð¸ÑÐ¸ÑÑ Ð³Ð¾ÑÐ¸Ð·Ð¾Ð½ÑÐ°Ð»ÑÐ½ÑÑ Ð¸ Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½ÑÑ Ð¶ÐµÑÑÐºÐ¾ÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸.
description: In this work, a project was developed for a 30-storey building of an apartment-hotel with an underground parking, and also a calculation of a steel-reinforced concrete slab was carried out as an option for replacing the projected non-girder monolithic floor. During the development of the project, a number of tasks were set: 1. Develop sections of design documentation in accordance with the assignment 2. Carry out the calculation of the structure of the steel-reinforced concrete slab 3. Compare and analyze the results of calculations of the two systems 4. Formulate conclusions about the study, identify the advantages and disadvantages of using steel-reinforced concrete floors. The work presents the following sections of the project documentation: a plan of the planning organization of a land plot, architectural and space-planning solutions, constructive solutions, a project for organizing construction, technology of construction processes, measures to ensure fire safety, measures to ensure access for disabled people, an estimate for construction and a research part. As a result of the research, a steel-reinforced concrete slab was developed on a steel profiled flooring, applicable for a high-rise building. Despite the complexity of the calculation, based mainly on the staging of the structure, the steel-reinforced concrete floor on steel profiles makes it possible to increase the horizontal and vertical rigidity of the structure.