title: Ð¡ÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 112,3 Ð¼ Ñ ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ð¼ ÑÑÐ°Ð¶Ð¾Ð¼, Ð·Ð°Ð³Ð»ÑÐ±Ð»ÐµÐ½Ð½ÑÐ¼ Ð½Ð° 6,0 Ð¼
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: Construction of a business center with a height of 112.3 m with a technical floor buried by 6.0 m
Creators: name: ÐÐ°ÑÐ¸Ð»ÑÐµÐ², ÐÐ¸ÑÐ¸Ð»Ð»
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¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ñ ÐºÐ°Ð¿Ð¸ÑÐµÐ»ÑÐ¼Ð¸
Ð±Ð°Ð»Ð¾ÑÐ½ÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ
Ð±ÐµÐ·Ð±Ð°Ð»Ð¾ÑÐ½ÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ
ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹
Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐ¸Ðµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹
ÑÐµÐ»Ð»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½Ð¾ÑÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ñ ÐºÐ°Ð¿Ð¸ÑÐµÐ»ÑÐ¼Ð¸
floors with capacities
board floors
unbarreled floors
comparative analysis of floors
enclosing structures
efficiency of floors
integrity of overlapping

description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¸ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ Ð±Ð°Ð»Ð¾ÑÐ½ÑÐµ Ð¸ Ð±ÐµÐ·Ð±Ð°Ð»Ð¾ÑÐ½ÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ Ð²ÑÐ±Ð¾Ñ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½ÐµÐ¹ Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐµÐ¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¿ÐµÑÐ¸ÑÐ¸ÐºÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¾Ð±ÑÐµÐºÑÐ°. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð·Ð°Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸Ð»Ð¾ÑÑ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ°, ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð² Ð³Ð¾ÑÐ¾Ð´Ðµ Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ Ñ 27 Ð½Ð°Ð·ÐµÐ¼Ð½ÑÐ¼Ð¸ Ð¸ 2 Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼Ð¸ ÑÑÐ°Ð¶Ð°Ð¼Ð¸. ÐÐ»Ñ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ð±Ð¸Ð»Ð¸ Ð²ÑÐ±ÑÐ°Ð½Ñ Ð´Ð²Ð° ÑÐ¸Ð¿Ð° Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹: Ð±Ð°Ð»Ð¾ÑÐ½ÑÐµ Ð¸ Ð±ÐµÐ·Ð±Ð°Ð»Ð¾ÑÐ½ÑÐµ (ÐºÐ°Ð¿Ð¸ÑÐµÐ»Ñ). ÐÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸Ð»Ð°ÑÑ Ð¾ÑÐµÐ½ÐºÐ° ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹, ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð² Ð´Ð°Ð½Ð½Ð¾Ð¼ Ð¿ÑÐ¾ÐµÐºÑÐµ, ÑÐ¸Ð¿Ñ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ñ Ð¿Ð»Ð¸Ñ Ð¼ÐµÐ¶Ð´Ñ ÑÐ¾Ð±Ð¾Ð¹, ÑÐ¸Ð¿Ñ Ð¿Ð»Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ, ÑÐ°ÑÑÐ¾Ð´ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð² Ð¸ ÑÐ¿Ð¾ÑÐ¾Ð±Ñ Ð¼Ð¾Ð½ÑÐ°Ð¶Ð°. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð²ÑÐ±ÑÐ°Ð» Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÐ¹ ÑÐ¸Ð¿ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð´Ð»Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð¸ÑÑÐ¾Ð´Ñ Ð¸Ð· Ð´Ð»Ð¸ÑÐµÐ»ÑÐ½Ð¾ÑÑÐ¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾Ñ, ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´ÑÑÐ²Ð° ÑÐ¾Ð¿ÑÑÑÑÐ²ÑÑÑÐ¸Ñ ÑÐ°Ð±Ð¾Ñ. Ð Ð½Ð°ÑÑÐ¾ÑÑÐµÐµ Ð²ÑÐµÐ¼Ñ Ð²ÑÑÐ¾ÑÐ½ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ, Ñ Ð±Ð¾Ð»ÑÑÐ¸Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐ¼ Ð¾Ð±ÑÑÐ¼Ð¾Ð¼, Ð½Ð°ÑÐ¾Ð´ÑÑ Ð²ÑÑ Ð±Ð¾Ð»ÑÑÑÑ Ð¿Ð¾Ð¿ÑÐ»ÑÑÐ½Ð¾ÑÑÑ ÑÑÐµÐ´Ð¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²ÑÐ¸ÐºÐ¾Ð². ÐÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ñ ÐºÐ°Ð¿Ð¸ÑÐµÐ»ÑÐ¼Ð¸ Ð·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½Ð¾ ÑÐ¼ÐµÐ½ÑÑÐ°ÐµÑÑÑ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð¾Ð±ÑÐµÐ¼ Ð·Ð´Ð°Ð½Ð¸Ñ, ÑÐ¼ÐµÐ½ÑÑÐ°ÐµÑÑÑ Ð¿Ð»Ð¾ÑÐ°Ð´Ñ Ð¾ÑÐ´ÐµÐ»ÐºÐ¸ Ð¿Ð¾Ð¼ÐµÑÐµÐ½Ð¸Ð¹, ÑÑÐ¾ Ð¿Ð¾Ð»Ð¾Ð¶Ð¸ÑÐµÐ»ÑÐ½Ð¾ Ð²Ð»Ð¸ÑÐµÑ Ð½Ð° ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¸ ÑÑÐ¾Ðº ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¾Ð±ÑÐµÐºÑÐ°.
description: In this work, girder and non-girder floors were considered. The purpose of the work is to choose the most appropriate enclosing structure, taking into account the specifics of the construction of the facility. To achieve this goal, a high-rise business center was designed, located in the city of St. Petersburg with 27 ground and 2 underground floors. To compare the floors, two types of enclosing structures were selected: girder and non-girder (capital). An assessment was made of the cost of structures, the efficiency of use in this project, the types of joining of slabs to each other, types of floor slabs, material consumption and installation methods. As a result of the work, I chose the most optimal type of overlap for the construction of a business center based on the duration of the work, the cost and production of related work. Currently, high-rise buildings with a large construction volume are becoming increasingly popular among designers. When using ceilings with capitals, the building volume of the building is significantly reduced, the finishing area of the premises is reduced, which has a positive effect on the cost of construction and the construction period of the facility.