title: ÐÑÐ¸ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 105 Ð¼ÐµÑÑÐ¾Ð² 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: Office building 105 meters high in St. Petersburg
Creators: name: ÐÐ¾ÑÐ¾Ð½Ð¾Ð², ÐÐ²Ð°Ð½
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 Ð¾ÑÐ¸Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ
Ð¶ÐµÑÑÐºÐ¾Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð»Ð¾Ð½Ð½
Ð´Ð²ÑÑÐ°Ð²Ñ
Ð¶ÐµÑÑÐºÐ°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÑÐµÑÐ´ÐµÑÐ½Ð¸Ðº
construction of office building
rigid reinforcement
column reinforcement
two-tube
rigid armature
steel core

description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¾ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¾ Ð¾ÑÐ¸ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 105 Ð¼ÐµÑÑÐ¾Ð², Ð° ÑÐ°Ðº Ð¶Ðµ Ð² ÑÐ¾Ð´Ðµ ÑÐµÑÐµÐ½Ð¸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Ð¾ÑÑ Ð¸ Ð½ÐµÐ·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½Ð¾Ðµ, Ð½Ð¾ ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ðµ Ð²ÐµÑÐ°.
description: In this work, an office building with a height of 105 meters was designed, and in the course of solving a scientific and practical problem, 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. Carry out 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; - albeit insignificant, but weight loss.