title: ÐÐ½Ð¾Ð³Ð¾ÑÑÐ°Ð¶Ð½ÑÐ¹ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 124,8 Ð¼ÐµÑÑÐ°, Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹
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: Multi-storey apartment-hotel with a height of 124.8 meters, with an underground car park
Creators: name: ÐÑÐ°Ð²ÑÐµÐ½ÐºÐ¾, ÐÐ½Ð´ÑÐµÐ¹
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: Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ
Ð¶ÐµÑÑÐºÐ¾Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
Ð³Ð¸Ð±ÐºÐ°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð°Ñ Ð¿Ð°ÑÐºÐ¾Ð²ÐºÐ°
ÑÐ°ÑÑÐµÑ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ
ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹
ÑÐµÑÐ´ÐµÑÐ½Ð¸Ðº
ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
apartment-hotel
rigid reinforcement
flexible
fittings
underground parking
column calculation
steel core
unique building

description: Ð Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¾ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½ 31-ÑÑÐ°Ð¶Ð½ÑÐ¹ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 124,8 Ð¼ÐµÑÑÐ°, Ñ Ð´Ð²ÑÑÑÑÐ¾Ð²Ð½ÐµÐ²Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹. Ð ÑÐ°Ð¼ÐºÐ°Ñ Ð½Ð°ÑÑÐ½Ð¾ â Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¾Ð¹ Ð·Ð°Ð´Ð°ÑÐ¸ Ð±ÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð¾Ð±ÑÑÐ½Ð¾Ð¹ ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð¸ Ð¶ÐµÑÑÐºÐ¸Ð¼ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð´Ð²ÑÑÐ°Ð²ÑÐ°. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ ÑÐµÑÐ°Ð»Ð¸ÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÑÐ¾Ð²ÐµÑÑÐ¸ ÑÐµÐ¾ÑÐµÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð¸ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ, Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¹ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð¼. 2. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÑ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Ð´Ð²ÑÑ ÑÐ¸Ð¿Ð¾Ð² ÐºÐ¾Ð»Ð¾Ð½Ð½, Ð²ÑÑÐ²Ð¸ÑÑ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð° Ð¸ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐºÐ¸. 3. 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 Ð¿Ð¾ Ð²ÐµÑÑ Ð¸ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÐ¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ðµ Ð¿ÑÐ¾Ð´ÐµÐ»Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ: - Ð¿Ð¾ ÑÐ°ÑÑÐµÑÐ°Ð¼ Ð¼Ñ Ð¿Ð¾Ð»ÑÑÐ°ÐµÐ¼ Ð²ÑÑÐ¾ÐºÑÑ Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð² ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ñ Ð±ÐµÑÐ¾Ð½Ð¾Ð¼, ÐºÐ¾ÑÐ¾ÑÐ°Ñ Ð¼Ð¾Ð¶ÐµÑ Ð±ÑÑÑ ÑÐ²ÐµÐ»Ð¸ÑÐµÐ½Ð° Ð·Ð° ÑÑÐµÑ Ð¿Ð¾Ð´Ð±Ð¾ÑÐ° Ð´ÑÑÐ³Ð¸Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¶ÐµÑÑÐºÐ¾Ð³Ð¾ ÑÑÐµÑÐ¶Ð½Ñ Ð¸Ð»Ð¸ Ð´Ð²ÑÑÐ°Ð²ÑÐ°; - ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°; - ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ðµ Ð²ÐµÑÐ° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
description: In the diploma work, a 31-storey apartment-hotel with a height of 124.8 meters was designed, with a two-level underground parking lot. As part of the scientific and practical task, a comparative analysis of the reinforcement of columns of conventional steel reinforcement and rigid reinforcement of an I-beam was made. In the course of the work, the following tasks were solved: 1. Conduct a theoretical calculation of a steel-reinforced concrete column and a column reinforced with an I-beam. 2. Compare the parameters of the two types of columns, identify the advantages and disadvantages. 3. Analyze the results obtained in terms of weight and material consumption of the structures obtained. Based on the work done, the following results were obtained: - according to calculations, we obtain a high bearing capacity of an I-section in joint work with concrete, which can be increased by selecting other sections of a rigid rod or I-beam; - effective work in the composition of reinforced concrete; - reducing the weight of the structure