title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð² 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° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: A high-rise multifunctional building with an underground parking lot in St. Petersburg
Creators: name: ÐÐ¸Ð½Ð¸ÑÑÑÐ»Ð»Ð¸Ð½, ÐÐ°Ð½Ð¸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: 2024
Subjects: Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ°Ñ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ
Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
ÐºÐ°Ð¿Ð¸ÑÐµÐ»Ð¸
Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
high-rise building
construction
economic efficiency
overlap
reinforced concrete
beams
capits
reinforcement

description: ÐÐ°Ð½Ð½Ð°Ñ Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð½Ð°Ð¿Ð¸ÑÐ°Ð½Ð° Ð½Ð° ÑÐµÐ¼Ñ: Â«ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÐµÂ». Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ Ð·Ð°ÐºÐ»ÑÑÐ°Ð»Ð°ÑÑ Ð² Ð²ÑÑÐ²Ð»ÐµÐ½Ð¸Ð¸ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾Ðµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ðµ ÑÐµÑÐµÐ½Ð¸Ðµ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÐ°Ð´Ð°ÑÐ¸ ÑÐ°Ð±Ð¾ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ»Ð¸ Ð² ÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ Ð¸ ÑÐ°ÑÑÐµÑÐ½ÑÑ ÑÑÐµÐ¼, Ð¿Ð¾Ð´Ð±Ð¾ÑÐµ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð² Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹, Ð¾ÑÐµÐ½ÐºÐµ Ð¿ÑÐ¾Ð³Ð¸Ð±Ð¾Ð², Ð²ÑÑÐ¸ÑÐ»ÐµÐ½Ð¸Ñ ÑÐ°ÑÑÐ¾Ð´Ð° Ð±ÐµÑÐ¾Ð½Ð° Ð¸ Ð°ÑÐ¼Ð°ÑÑÑÑ, ÑÐ¾Ð¾ÑÐ½Ð¾ÑÐµÐ½Ð¸Ð¸ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ð¸ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ. Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ» ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½ Ð¿ÑÐ¾ÐµÐºÑ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ. ÐÐ¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð° Ð¿Ð¾ Ð°ÐºÑÑÐ°Ð»ÑÐ½ÑÐ¼ Ð½Ð¾ÑÐ¼Ð°Ð¼ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹. Ð Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ Ð±ÑÐ» Ð¿ÑÐ¸Ð²ÐµÐ´ÐµÐ½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐ°Ð·Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. Ð Ð°Ð½Ð°Ð»Ð¸Ð·Ðµ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°Ð»Ð¸ÑÑ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½ÑÐµ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ñ Ð»Ð¸Ð½ÐµÐ¹Ð½ÑÐ¼Ð¸ ÐºÐ°Ð¿Ð¸ÑÐµÐ»ÑÐ¼Ð¸ â Ð¾Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð´Ð¾ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð¸ Ð±Ð°Ð»ÐºÐ¸. ÐÐ°Ð¿ÑÐ°Ð²Ð»ÐµÐ½Ð¸Ðµ ÑÐ°Ð·Ð²Ð¸ÑÐ¸Ñ ÐºÐ°Ð¿Ð¸ÑÐµÐ»ÐµÐ¹ Ð¸ Ð±Ð°Ð»Ð¾Ðº Ð±ÑÐ»Ð¾ ÐºÐ°Ðº Ð² Ð¾Ð´Ð½Ð¾Ð¼ Ð¸Ð· Ð½Ð°Ð¿ÑÐ°Ð²Ð»ÐµÐ½Ð¸Ð¹, ÑÐ°Ðº Ð¸ Ð² Ð´Ð²ÑÑ. ÐÑÐ¸ÑÐµÑÐ¸ÑÐ¼Ð¸ Ð²ÑÐ±Ð¾ÑÐ° Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð³Ð¸Ð±Ñ Ð¿Ð»Ð¸ÑÑ Ð¸ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ Ð¾ÑÐµÐ½ÐºÐ¸ Ð²ÑÐ±ÑÐ°Ð½Ð¾ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ðµ ÑÐµÑÐµÐ½Ð¸Ðµ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð² Ð·Ð°Ð´Ð°Ð½Ð½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð²ÑÑÐ²Ð»ÐµÐ½Ð¾, ÑÑÐ¾ Ð²ÑÐ±ÑÐ°Ð½Ð½ÑÐ¹ Ð²Ð°ÑÐ¸Ð°Ð½Ñ Ð´ÐµÑÐµÐ²Ð»Ðµ Ð²ÑÐµÑ Ð¾ÑÑÐ°Ð»ÑÐ½ÑÑ Ð² ÑÑÐµÐ´Ð½ÐµÐ¼ Ð½Ð° 9%. ÐÑÐ¿Ð¾Ð»ÑÐ·ÑÑ ÐµÐ³Ð¾, ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸Ñ Ð´Ð¾ÑÑÐ¸Ð³Ð°ÐµÑ Ð¿Ð¾ÑÑÐ´ÐºÐ° 3 276 ÑÑÑ. ÑÑÐ±Ð»ÐµÐ¹. ÐÑÐ¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ð¸ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð»Ð¸ÑÑ ÑÐ°ÐºÐ¸Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ñ, ÐºÐ°Ðº: Autodesk Revit 2024, ÐÐ SCAD, NanoCAD SPDS, BENTLEY SYNCHRO, ÐÐ Ð¡Ð¸Ð³Ð¼Ð° ÐÐ, Microsoft Office 2016.
description: This final qualifying work is written on the topic: âA high-rise multifunctional building with an underground parking lot in St. Petersburg.â The purpose of the work was to identify the most effective structural solution for the floor slab of a high-rise building. The objectives of the work were to formulate structural and design diagrams, select the geometric dimensions of the floors, assess deflections, calculate the consumption of concrete and reinforcement, correlate the results and determine the optimal design solution. In this work, a project was developed for a high-rise multifunctional building with an underground parking lot in St. Petersburg. The documentation has been developed in accordance with current standards for the design of buildings and structures. The research part provided a comparative analysis of different solutions for the floor slab of a high-rise building. The analysis considered monolithic reinforced concrete floor slabs with linear capitals - from column to column and beam. The direction of development of capitals and beams was either in one of the directions or in two. The selection criteria were slab deflections and material consumption. Based on the assessment results, the optimal solution for the floor slab in the given conditions of a high-rise building was selected. The study revealed that the selected option is cheaper than all others by an average of 9%. Using it, savings reach about 3,276 thousand rubles. When performing the final qualifying work, the following programs were used: Autodesk Revit 2024, PC SCAD, NanoCAD SPDS, BENTLEY SYNCHRO, Sigma PB software, Microsoft Office 2016.