title: ÐÐ¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 121 Ð¼ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð¾Ð¼
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: Business center 121 m high with underground parking
Creators: name: Ð¢ÑÑÐ½Ð¾Ð²Ð°, ÐÐ»Ð¸Ð·Ð°Ð²ÐµÑ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: ÐºÐ¾Ð½ÑÐ¾Ð»Ñ
Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
Ð¿Ð¾Ð»ÐµÐ·Ð½Ð°Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°
Ñantilever
floor
payload

description: Ð¦ÐµÐ»Ñ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ â ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð¾Ð¼. Ð Ð°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð·Ð°Ð´Ð°Ð½Ð¸ÐµÐ¼ Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸ÐµÐ¼ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¤ No87 Ð¾Ñ 16.02.2008 Â«Ð ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð² Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¸ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÑ Ðº Ð¸Ñ ÑÐ¾Ð´ÐµÑÐ¶Ð°Ð½Ð¸ÑÂ». Ð¦ÐµÐ»Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ â ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÐºÐ¾Ð½ÑÐ¾Ð»Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð² Ð²ÑÑÐ¾ÑÐ½Ð¾Ð¼ Ð·Ð´Ð°Ð½Ð¸Ð¸, Ð¿Ð¾Ð´Ð±Ð¾Ñ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð´Ð»Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÐµÐ¹ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð²ÑÐ»ÐµÑÐ¾Ð². ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1) Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð½ÑÐ¾Ð»ÐµÐ¹ Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼Ð¸ Ð²ÑÐ»ÐµÑÐ°Ð¼Ð¸: 1 Ð¼, 1,5 Ð¼, 2 Ð¼, 2,5 Ð¼, 3 Ð¼; 2) ÑÐ¾Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ°ÑÑÑÑ ÑÐ¸ÑÑÐ¾Ð²Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD; 3) ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ð¹ Ð²Ð½ÑÑÑÐµÐ½Ð½Ð¸Ñ ÑÑÐ¸Ð»Ð¸Ð¹ Ð´Ð»Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð²ÑÐ»ÐµÑÐ¾Ð² ÐºÐ¾Ð½ÑÐ¾Ð»ÐµÐ¹ Ð¿ÑÐ¸ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð°Ñ Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð»ÐµÐ·Ð½Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸: Ð¿Ð¾Ð»Ð¾ÑÐ¾Ð²Ð¾Ð¹ ÑÐ°Ð²Ð½Ð¾Ð¼ÐµÑÐ½Ð¾Ð¹ Ð½Ð° ÑÑÐ°ÑÑÐºÐµ ÑÐ¸ÑÐ¸Ð½Ð¾Ð¹ 0,8 Ð¼ Ð²Ð´Ð¾Ð»Ñ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ Ð¸ ÑÐ¿Ð»Ð¾ÑÐ½Ð¾Ð¹ ÑÐ°Ð²Ð½Ð¾Ð¼ÐµÑÐ½Ð¾Ð¹ Ð¿Ð¾ Ð²ÑÐµÐ¹ Ð¿Ð»Ð¾ÑÐ°Ð´Ð¸; 4) Ð¿Ð¾Ð»ÑÑÐµÐ½Ð¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¿Ð¾Ð»ÐµÐ¹ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, Ð¿Ð¾Ð´Ð±Ð¾Ñ Ð°ÑÐ¼Ð°ÑÑÑÑ, ÑÐ¾Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ðµ Revit; 5) Ð¿Ð¾Ð»ÑÑÐµÐ½Ð¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½ÑÑ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹, Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð³ÑÐ°ÑÐ¸ÐºÐ¾Ð² Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¿ÑÐ¾Ð³Ð¸Ð±Ð° Ð¾Ñ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð²ÑÐ»ÐµÑÐ¾Ð² ÐºÐ¾Ð½ÑÐ¾Ð»Ð¸. Ð ÑÐ¾Ð´Ðµ Ð½Ð°ÑÑÐ½Ð¾-Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¾ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð´Ð²ÑÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² ÑÐ°ÑÑÑÑÐ°, Ð¾ÑÐ»Ð¸ÑÐ°ÑÑÐ¸ÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð°Ð¼Ð¸ Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð»ÐµÐ·Ð½Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ð° ÐºÐ¾Ð½ÑÐ¾Ð»Ð¸. Ð¢Ð°ÐºÐ¶Ðµ Ð±ÑÐ»Ð¸ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ Ð¿ÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÐºÐ¾Ð½ÑÐ¾Ð»ÐµÐ¹ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼Ð¸ Ð²ÑÐ»ÐµÑÐ°Ð¼Ð¸. ÐÐ»Ñ ÐºÐ°Ð¶Ð´Ð¾Ð¹ ÐºÐ¾Ð½ÑÐ¾Ð»Ð¸ Ð±ÑÐ»Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ Ð¿Ð¾Ð»Ñ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, Ð¿Ð¾ ÐºÐ¾ÑÐ¾ÑÑÐ¼ Ð±ÑÐ»Ð¾ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ðµ Revit. ÐÑÐ¾Ð¼Ðµ ÑÐ¾Ð³Ð¾, Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð° Ð¿Ð¾Ð»ÑÑÐµÐ½Ð° Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÑ Ð¿ÑÐ¾ÑÐµÐ½ÑÐ° Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸ Ð¿ÑÐ¾Ð³Ð¸Ð±Ð¾Ð² Ð¾Ñ Ð²ÑÐ»ÐµÑÐ° ÐºÐ¾Ð½ÑÐ¾Ð»Ð¸.
description: The purpose of the final qualification work is the development of design documentation for the construction of a high-rise building of a business center with underground parking. The sections of the project documentation were developed in accordance with the design assignment and the Decree of the Government of the Russian Federation No. 87 dated February 16, 2008 "On the composition of sections of the project documentation and requirements for their content." The purpose of the research part is to compare various cantilever designs in a high-rise building, to select reinforcement for cantilevers of various overhangs. To achieve this goal, the following tasks were completed: 1) design of consoles with different overhangs: 1 m, 1.5 m, 2 m, 2.5 m, 3 m; 2) creation and calculation of a digital building model in the SCAD software package; 3) comparison of the values of internal forces for different overhangs of the cantilevers with different methods of application of the payload: uniform strip on a section 0.8 m wide along the fence and continuous uniform over the entire area; 4) obtaining the results of reinforcement fields, selection of reinforcement, creation of reinforcement in the Revit program; 5) obtaining the results of vertical displacements, building graphs of the dependence of the deflection on the value of the overhang of the console. In the course of research work, a comparison was made between two calculation options that differ in the way the payload is applied to the console. Also, five designs of floor consoles with different overhangs were considered. For each console, reinforcement fields were obtained, along which the reinforcement was performed in the Revit software. In addition, in the work, the dependence of the percentage of reinforcement and deflections on the console overhang was obtained.