title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ°ÑÐºÐ°ÑÐ½Ð¾-ÑÑÐ²Ð¾Ð»ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ð¾Ð¹
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 high-rise building with frame-trunk structural system
Creators: name: ÐÐ¾ÑÐ°ÑÑÐ²Ð°, Ð¡Ð½ÐµÐ¶Ð°Ð½Ð°
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: 2022
Subjects: Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°
ÑÑÐ²Ð¾Ð»ÑÐ½Ð¾-Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¾Ð²Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°
ÐºÐ°ÑÐºÐ°ÑÐ½Ð¾-ÑÑÐ²Ð¾Ð»ÑÐ½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°
ÑÑÐ²Ð¾Ð»ÑÐ½Ð¾-ÑÑÐµÐ½Ð¾Ð²Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°
ÑÐ´ÑÐ¾ Ð¶ÑÑÑÐºÐ¾ÑÑÐ¸
apartment-hotel
high-rise construction
structural system
trunk-shell structural system
frame-trunk structural system
trunk-wall structural system
rigidity core

description: Ð Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð¼ Ð¿ÑÐ¾ÐµÐºÑÐµ ÑÐ°Ð·ÑÐ°Ð±Ð°ÑÑÐ²Ð°ÐµÑÑÑ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ñ ÑÐ¸ÑÐ»Ð¾Ð¼ ÑÑÐ°Ð¶ÐµÐ¹ 33, Ð³Ð´Ðµ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ñ 30 Ð½Ð°Ð´Ð·ÐµÐ¼Ð½ÑÑ ÑÑÐ°Ð¶ÐµÐ¹ Ð½Ð° 300 Ð½Ð¾Ð¼ÐµÑÐ¾Ð² Ð¸ 2 Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÑ ÑÑÐ°Ð¶Ð° Ð´Ð»Ñ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð°, Ð¿ÐµÑÐ²ÑÐ¹ ÑÑÐ°Ð¶ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÐµÑÑÑ Ð´Ð»Ñ ÑÐ»ÑÐ¶ÐµÐ±Ð½ÑÑ Ð¿Ð¾Ð¼ÐµÑÐµÐ½Ð¸Ð¹ Ð¸ Ð¿Ð¾Ð¼ÐµÑÐµÐ½Ð¸Ð¹ Ð²ÑÐ¾Ð´Ð½Ð¾Ð¹ Ð³ÑÑÐ¿Ð¿Ñ. Ð ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¿ÑÐ¸Ð¼ÐµÐ½ÑÑÑÑÑ Ð½Ð°Ð±Ð¸Ð²Ð½ÑÐµ ÑÐ²Ð°Ð¸ Ð´Ð¸Ð°Ð¼ÐµÑÑÐ¾Ð¼ 800 Ð¼Ð¼ Ð¸ Ð´Ð»Ð¸Ð½Ð¾Ð¹ 33 Ð¼Ð¼,Â  ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ½Ð°Ñ Ð¿Ð»Ð¸ÑÐ° ÑÐ¾Ð»ÑÐ¸Ð½Ð¾Ð¹ 1400 Ð¼Ð¼, ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ ÑÐµÑÐµÐ½Ð¸ÑÐ¼Ð¸ 400Ñ400 Ð¼Ð¼ Ð¸ 800Ñ800 Ð¼Ð¼, ÑÑÐµÐ½Ñ ÑÐ¾Ð»ÑÐ¸Ð½Ð¾Ð¹ 200 Ð¼Ð¼, ÐºÐ°Ð¿Ð¸ÑÐµÐ»Ð¸ ÑÐ¾Ð»ÑÐ¸Ð½Ð¾Ð¹ 400 Ð¼Ð¼ Ð¸ ÑÐ¸ÑÐ¸Ð½Ð¾Ð¹ ÑÐ°Ð²Ð½ÑÐ¼ Â¼ Ð¾Ñ Ð¿ÑÐ¾Ð»ÑÑÐ°, Ð¿Ð¾ÑÑ Ð¶ÑÑÑÐºÐ¾ÑÑÐ¸ ÑÐ¾Ð»ÑÐ¸Ð½Ð¾Ð¹ 400Ð¼Ð¼, ÐºÐ¾ÑÐ¾ÑÑÐ¹ ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½ Ð¿Ð¾ Ð¿ÐµÑÐ¸Ð¼ÐµÑÑÑ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ ÑÐ¾Ð»ÑÐ¸Ð½Ð¾Ð¹ 200 Ð¼Ð¼.Ð Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ ÑÑÐ²Ð¾Ð»ÑÐ½Ð¾-Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¾Ð²Ð°Ñ, ÑÑÐ²Ð¾Ð»ÑÐ½Ð¾-ÑÑÐµÐ½Ð¾Ð²Ð°Ñ Ð¸ ÐºÐ°ÑÐºÐ°ÑÐ½Ð¾-ÑÑÐ²Ð¾Ð»ÑÐ½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼ Ð´Ð»Ñ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÐ½Ð°Ð»Ð¸Ð·Ð¸ÑÑÑÑÑÑ Ð¼ÐµÐ¶Ð´Ñ ÑÐ¾Ð±Ð¾Ð¹ Ð¿Ð¾ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ð¼ Ð¿ÑÐ¸Ð·Ð½Ð°ÐºÐ°Ð¼: ÑÑÐ¸Ð»Ð¸Ðµ Ð² Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÑ, Ð½Ð°Ð¿ÑÑÐ¶ÑÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ, ÑÐ°ÑÑÐ¾Ð´ Ð±ÐµÑÐ¾Ð½Ð° Ð¸ Ð°ÑÐ¼Ð°ÑÑÑÑ, Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ Ð³Ð¸Ð±ÐºÐ¾Ð¹ Ð¿Ð»Ð°Ð½Ð¸ÑÐ¾Ð²ÐºÐ¸, ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¸Ð¹ Ð¿ÑÐ¾Ð³Ð¸Ð±, Ð·Ð°ÑÑÐ°ÑÑ Ð½Ð° Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÐºÐ°ÑÐºÐ°ÑÐ° Ð² Ð´ÐµÐ½ÐµÐ¶Ð½ÑÐ¹ Ð¸ ÑÐµÐ»Ð¾Ð²ÐµÑÐµÑÐºÐ¸Ð¹ ÑÐºÐ²Ð¸Ð²Ð°Ð»ÐµÐ½Ñ. ÐÐ¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾ÑÐ¿Ð¾ÑÐ¾Ð±ÑÑÐ²ÑÑÑ Ð²ÑÐ±Ð¾ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ, Ð¾ÑÐ½Ð¾Ð²ÑÐ²Ð°ÑÑÑ Ð½Ð° Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ñ.ÐÑÐ¾Ð³Ð¾Ð¼ Ð¿ÑÐ¾Ð´ÐµÐ»Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð¿Ð¾ Ð½Ð°Ð¿Ð¸ÑÐ°Ð½Ð¸Ñ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð°Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð½Ð° Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ°ÑÐºÐ°ÑÐ½Ð¾-ÑÑÐ²Ð¾Ð»ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ð¾Ð¹.
description: In the diploma project, an apartment hotel building with 33 floors is being developed, where 30 above-ground floors for 300 rooms and 2 underground floors for parking, the first floor is used for office and rooms of entrance group. As elements of the frame, packed piles with a diameter of 800 mm and a length of 33 mm, a foundation plate with a thickness of 1400 mm, columns with cross sections of 400x400 mm and 800x800 mm, walls with a thickness of 200 mm, capitals with a thickness of 400 mm and a width equal to Â¼ of the span, a 400 mm thick stiffness belt, which is located along the perimeter of the building and an overlap with a thickness of 200 mm.In the research part, the application of trunk-shell, trunk-wall and frame-trunk systems for a high-rise building is considered. They are Ð°analyzed with each other according to the following characteristics: the force in the load-bearing structures, the stress-strain state, the consumption of concrete and reinforcement, the possibility of flexible layout, the actual deflection, the cost of erecting the frame in monetary and human equivalent. The obtained research results can contribute to the choice of a constructive system based on the results obtained.The result of the work done on writing the final qualification work is the project documentation for the construction of a high-rise apartment-hotel building with a frame-trunk structural system.