title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð´Ð²ÑÑ ÑÑÐ°Ð¶Ð½Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ
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: High-rise building of a business center with two-story underground parking in St. Petersburg
Creators: name: ÐÐ¾Ð·Ð´Ð½ÑÐºÐ¾Ð²Ð°, 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: 2022
Subjects: ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð²ÑÑÐ¾ÑÐ½ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ
ÐºÐµÑÑÐ¾Ð½Ð½ÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ
Ð±Ð°Ð»Ð¾ÑÐ½ÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ
ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ
construction
high-rise building
caisson slab
girder slab
efficiency

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð´Ð²ÑÑÑÑÐ°Ð¶Ð½Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Â» Ð¦ÐµÐ»ÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð´Ð»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ Ð¾ÑÐµÐ½ÐºÐ° ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ ÐºÐµÑÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð² Ð²ÑÑÐ¾ÑÐ½Ð¾Ð¼ Ð·Ð´Ð°Ð½Ð¸Ð¸, Ð¿ÑÑÐµÐ¼ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ Ð´Ð²ÑÑ ÑÐ¸Ð¿Ð¾Ð² Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÑÐ»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. Ð¡Ð¾Ð·Ð´Ð°ÑÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ð³Ð¾ Ð¸ ÐºÐµÑÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð° Ð² ÐÐ SCAD; 2. Ð Ð°ÑÑÑÐ¸ÑÐ°ÑÑ Ð¾Ð±ÑÐµÐ¼ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð¸ Ð±ÐµÑÐ¾Ð½Ð° Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÑ ÐºÐ°Ð¶Ð´Ð¾Ð¼Ñ ÑÐ¸Ð¿Ñ; 3. Ð Ð°ÑÑÑÐ¸ÑÐ°ÑÑ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ ÐºÐ°Ð¶Ð´Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸; 4. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÑ Ð¸ Ð²ÑÐ±ÑÐ°ÑÑ Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½ÑÐ¹ ÑÐ¸Ð¿ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÑÐ°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ Ð·Ð°Ð´Ð°Ð½Ð¸Ñ Ð½Ð° ÐÐÐ  Ð¸ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸Ðµ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¤ Ð¾Ñ 16.02.2008 N 87. Ð¢Ð°ÐºÐ¶Ðµ Ð¿ÑÐ¸Ð»Ð°Ð³Ð°ÐµÑÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ°Ñ ÑÐ°ÑÑÑ, Ð² ÐºÐ¾ÑÐ¾ÑÐ¾Ð¹ ÑÑÐ°Ð²Ð½Ð¸Ð²Ð°ÑÑÑÑ Ð´Ð²Ð° Ð²Ð¸Ð´Ð° Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ: Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ðµ Ð¸ ÐºÐµÑÑÐ¾Ð½Ð½Ð¾Ðµ. ÐÑÐ¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ð¸ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐµ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÑ Ð¿Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð¾Ð±ÑÐµÑÑÐ²ÐµÐ½Ð½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. Ð ÑÐ¾Ð´Ðµ ÑÐ¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð¸Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ Ð±ÑÐ»Ð¸ Ð¸Ð·ÑÑÐµÐ½Ñ Ð½Ð°ÑÑÐ½ÑÐµ ÑÑÐ°ÑÑÐ¸. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð° ÑÐ¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð°Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ. Ð Ð¸ÑÐ¾Ð³Ðµ Ð±ÑÐ» ÑÐ´ÐµÐ»Ð°Ð½ Ð²ÑÐ²Ð¾Ð´: Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ ÐºÐµÑÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½ÑÐ¼ ÑÐµÑÐµÐ½Ð¸ÐµÐ¼, ÑÐ°Ðº ÐºÐ°Ðº Ð¿ÑÐ¸ ÐµÐ³Ð¾ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ð¸ ÑÐ¾ÐºÑÐ°ÑÐ°ÐµÑÑÑ ÑÐ°ÑÑÐ¾Ð´ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð½Ð° 8%, Ð±ÐµÑÐ¾Ð½Ð° Ð½Ð° 2%, ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ Ð½Ð° 6%. ÐÐ°Ð½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¼Ð¾Ð³ÑÑ Ð±ÑÑÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ Ð¿ÑÐ¸ Ð¿ÑÐ¸Ð½ÑÑÐ¸Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð² Ð´ÑÑÐ³Ð¸Ñ Ð¿ÑÐ¾ÐµÐºÑÐ°Ñ Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹, Ð° ÑÐ°ÐºÐ¶Ðµ Ð² Ð¿Ð¾ÑÐ»ÐµÐ´ÑÑÑÐ¸Ñ Ð¸Ð·ÑÑÐµÐ½Ð¸ÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐµÐ¼Ñ.
description: Theme of final qualifying work: "High-rise building of a business center with two-story underground parking in St. Petersburg". The purpose of this work is the preparation of design documentation for the designed building and evaluation of the effectiveness of the use of coffered ceiling in a high-rise building, by comparing the two types of flooring. Tasks performed during the study: 1. Create models of girder and caisson type slabs in SCAD; 2. Calculate the volume of reinforcement and concrete needed for each type; 3. Calculate the cost of each structure; 4. Compare and choose the more efficient type of structure. The sections of design documentation according to the task of the task and Decree of the Russian Government from 16.02.2008 N 87 are presented in the work. Also attached is the research part, which compares two types of flooring: girder and caisson. The normative documents on the design of high-rise public buildings and monolithic reinforced concrete structures were used in the performance of the work. During the compilation of the research part, scientific articles were studied. As a result of the work, the design documentation was compiled and the study was carried out. As a result, a conclusion was made: the use of the caisson slab is the most effective solution, since its use reduces the consumption of reinforcement by 8%, concrete by 2%, the cost by 6%. These results can be used when making design decisions in other projects of high-rise buildings, as well as in subsequent studies of this topic.