title: 5-ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¼Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÑÐ¼Ð¸
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: 5-storey apartment hotel with cantilever slabs
Creators: name: ÐÑÐ´ÐµÐµÐ²Ð°, ÐÑÐµÐ½Ð¸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: 2023
Subjects: ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð¾Ð±ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ
ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ðµ
ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ
ÑÐµÑÐ¼ÐµÐ½Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÐ·ÐµÐ» ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð±Ð°Ð»ÐºÐ¸ Ñ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð¹ ÑÑÐµÐ½Ð¾Ð¹
construction
public building
apart-hotel
unique building
cantilever structure
truss structures
joint of a beam with a monolithic wall

description: Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ: ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¼Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÑÐ¼Ð¸, ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¿Ð¾ Ð°Ð´ÑÐµÑÑ: Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³, ÐÑÐ¸Ð¼Ð¾ÑÑÐºÐ¸Ð¹ Ð¿ÑÐ¾ÑÐ¿ÐµÐºÑ, ÑÑÐ°ÑÑÐ¾Ðº 83, (Ð²Ð¾ÑÑÐ¾ÑÐ½ÐµÐµ Ð¿ÐµÑÐµÑÐµÑÐµÐ½Ð¸Ñ Ñ Ð¯ÑÑÐµÐ½Ð½Ð¾Ð¹ ÑÐ»Ð¸ÑÐµÐ¹). Ð Ð°Ð·Ð´ÐµÐ»Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸Ñ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¤ Ð¾Ñ 16.02.2008 N 87 (ÑÐµÐ´. Ð¾Ñ 06.05.2023) Â«Ð ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð² Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¸ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÑ Ðº Ð¸Ñ ÑÐ¾Ð´ÐµÑÐ¶Ð°Ð½Ð¸ÑÂ» Ð¸ Ð°ÐºÑÑÐ°Ð»ÑÐ½ÑÐ¼Ð¸ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¼Ð¸ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼Ð¸. Ð ÑÐ°Ð¼ÐºÐ°Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ ÑÐ°Ð±Ð¾ÑÑ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½ Ð²Ð¾Ð¿ÑÐ¾ÑÑ Ð¾ Ð²ÑÐ±Ð¾ÑÐµ Ð¸ ÑÐ°ÑÑÐµÑÐµ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐµ ÑÐ·Ð»Ð° ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð²ÐµÑÑÐ½ÐµÐ³Ð¾ Ð¿Ð¾ÑÑÐ° Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¾Ð¹ ÑÐµÑÐ¼Ñ Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼Ð¸ ÑÐ´ÑÐ¾Ð¼ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸. ÐÐ°Ð´Ð°ÑÐ¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. ÐÑÐ¾Ð²ÐµÑÑÐ¸ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÐ½ÑÐ¹ Ð¾Ð±Ð·Ð¾Ñ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¼Ð¸ Ð²ÑÐ»ÐµÑÐ°Ð¼Ð¸ 20 Ð¼ÐµÑÑÐ¾Ð² Ð¸ Ð±Ð¾Ð»ÐµÐµ; 2. Ð¡Ð¾Ð·Ð´Ð°ÑÑ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½ÑÑ ÐºÐ¾Ð½ÐµÑÐ½Ð¾-ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ½ÑÑ Ð¼Ð¾Ð´ÐµÐ»Ñ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÐ¼Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ, Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÑÑÐ¸ ÑÐ±Ð¾Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¸ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ ÐµÐ³Ð¾ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ Ð¸ Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ; 3. ÐÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ Ð¿Ð¾Ð´Ð±Ð¾Ñ ÑÑÐµÐ±ÑÐµÐ¼ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÑÐ¼Ñ Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÑÑÐ¸ ÐºÐ¾ÑÑÐµÐºÑÐ¸ÑÐ¾Ð²ÐºÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÑÐµÐ¼Ñ Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ°; 4. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ ÑÐ·Ð»Ñ ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÑÐ¼Ñ Ð¼ÐµÐ¶Ð´Ñ ÑÐ¾Ð±Ð¾Ð¹ Ð¸ Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ ÐºÐ°ÑÐºÐ°ÑÐ¾Ð¼ Ð·Ð´Ð°Ð½Ð¸Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¿ÑÐ¾Ð´ÐµÐ»Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð° Ð¿Ð¾Ð´Ð¾Ð±ÑÐ°Ð½Ð° Ð¸ ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÑÐ¼Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ, Ð±ÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ Ð¿Ð¾Ð´Ð±Ð¾Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ ÑÑÑÐµÐ¶Ð½ÐµÐ¹ ÑÐµÑÐ¼Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð±ÑÐ»Ð¾ Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð¾ Ð½Ð¾Ð²Ð¾Ðµ ÑÐµÑÐµÐ½Ð¸Ðµ ÐºÐ¾Ð½ÑÑÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÐ·Ð»Ð° ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð³Ð¾ÑÐ¸Ð·Ð¾Ð½ÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð±Ð°Ð»ÐºÐ¸ Ñ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÑÑ Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÑÐ¾Ð±ÐµÐ½Ð½Ð¾ÑÑÑÑ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ·Ð»Ð° ÑÐ²Ð»ÑÐµÑÑÑ Ð½Ð°Ð»Ð¸ÑÐ¸Ðµ Ð² Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÑÑÐµÐ½Ðµ Ð·Ð°ÐºÐ»Ð°Ð´Ð½Ð¾Ð¹ Ð´ÐµÑÐ°Ð»Ð¸ Ð² Ð²Ð¸Ð´Ðµ Ð´Ð²ÑÑÐ°Ð²ÑÐ°, Ð½Ð° ÐºÐ¾ÑÐ¾ÑÑÑ Ð² Ð¿Ð¾ÑÐ»ÐµÐ´ÑÑÐ²Ð¸Ð¸ Ð±ÑÐ´ÐµÑ Ð¼Ð¾Ð½ÑÐ¸ÑÐ¾Ð²Ð°ÑÑÑÑ Ð¿Ð¾ÑÑ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÑÐ¼Ñ.
description: The goal of the project is to develop project documentation for the construction of an apart-hotel with cantilever floors located at: Primorsky Prospect, plot 83, St. Petersburg (east of the intersection with Yachtennaya Street). Document sections are developed according to the Resolution of the Government of the Russian Federation No. 87 dated February 16, 2008 (as amended on May 6, 2023) Â«On the Composition of Project Documentation Sections and Requirements for their ContentÂ» and current regulatory documents. The research part of the project considers the issues of choosing and calculating the load-bearing structures of the cantilever part of the building, as well as developing a joint detail of the upper chord of the spatial steel truss with the reinforced concrete core of the stiffness. Research objectives: 1. Conduct a literature review and analysis of existing structural solutions for buildings with cantilever extensions of 20 meters or more; 2. Create a spatial finite element model of the building under consideration, collect loads and analyze its stress-strain state and load-carrying capacity; 3. Select the required sections of the spatial truss and make adjustments to the structural scheme based on the calculation results; 4. Develop joint of the structural elements of the spatial truss with each other and with the reinforced concrete frame of the building. As a result of the work, the structure of the spatial truss of the cantilever part of the building was selected and calculated, the cross-sections of the truss members were selected, and a new solution for the joint of the horizontal beam with the monolithic part of the building was proposed. The feature of this joint is the presence of a built-in double T-section in the reinforced concrete wall, onto which the upper chord of the spatial truss will be subsequently mounted.