title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ
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 in conditions of drilling and blasting operations
Creators: name: ÐÐ³Ð¾ÑÐ¾Ð²Ð°, ÐÐºÐ°ÑÐµÑÐ¸Ð½Ð°
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
Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÐµ ÑÐ°Ð±Ð¾ÑÑ
Ð¶ÐµÑÑÐºÐ¾ÑÑÑ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ
ÑÐºÐ°Ð»ÑÐ½ÑÐ¹ Ð³ÑÑÐ½Ñ
high-rise building
business center
drilling and blasting
base rigidity
rock soil

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 Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾ÑÂ». Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð·Ð´Ð°Ð½Ð¸Ñ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð¿Ð¾ Ð°Ð´ÑÐµÑÑ: Ð³. ÐÑÑÐ¼Ð°Ð½ÑÐº, Ð¿Ñ-Ñ ÐÐ¾Ð»ÑÑÐºÐ¸Ð¹, ÑÑÐ°ÑÑÐ¾Ðº 51, ÐºÐ°Ð´. Ð½Ð¾Ð¼ÐµÑ ÑÑÐ°ÑÑÐºÐ°: 51:20:0000000:51 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 ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÐ°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ 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¤ â87. ÐÐ±ÑÐµÐºÑ ÐºÐ°Ð¿Ð¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° â Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ°, Ð²ÑÑÐ¾ÑÐ¾Ð¹ 104,7 Ð¼. ÐÐ±ÑÐµÐºÑÐ¾Ð¼ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð¾Ñ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ. 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 Ð¼ÐµÑÐ¾Ð´Ð¾Ð² ÑÑÐµÑÐ° Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ, Ð·Ð°Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ ÑÐ¿ÑÑÐ³Ð¸Ñ ÑÐ²ÑÐ·ÐµÐ¹, Ð¿ÑÐ¸ ÑÐ°ÑÑÐµÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÑÐ²Ð¾ÐµÐ½Ð¸Ðµ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÑÑÑÐ¾Ð² Ð² SCAD 2. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÑÑÑÐ¾Ð² Ð¿Ð¾ Ð°ÐºÑÐµÐ»ÐµÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð°Ð¼ 3. ÐÐ±Ð·Ð¾Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð² ÑÑÐµÑÐ° ÑÐºÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ ÑÐ°ÑÑÑÑÐµ ÐºÐ°ÑÐºÐ°ÑÐ° Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¿Ð¾ Ð°ÐºÑÐµÐ»ÐµÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð°Ð¼ 4. ÐÑÐ»Ð¸ÑÐ¸Ðµ Ð² Ð·Ð°Ð´Ð°Ð½Ð¸Ð¸ Ð¶ÑÑÑÐºÐ¾ÑÑÐ¸ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð¸ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÑÐµÑÐ°Ñ 5. Ð Ð°ÑÑÑÑ ÐºÐ°ÑÐºÐ°ÑÐ° Ð½Ð° Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ñ ÑÑÑÑÐ¾Ð¼ ÑÐ°Ð·Ð»Ð¸ÑÐ½Ð¾Ð¹ Ð¶ÑÑÑÐºÐ¾ÑÑÐ¸ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ. Ð ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð½Ð°ÑÑÐ½Ð¾Ð¹ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ, ÑÐ²ÑÐ·Ð°Ð½Ð½Ð¾Ð¹ Ñ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ñ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹, Ð²ÑÐ·Ð²Ð°Ð½Ð½ÑÑ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÐ¼Ð¸ ÑÐ°Ð±Ð¾ÑÐ°Ð¼Ð¸, Ð½Ð° Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÐ¾Ð»ÑÑÐµÐ½Ð½ÑÐµ Ð´Ð°Ð½Ð½ÑÐµ Ð¿Ð¾Ð·Ð²Ð¾Ð»Ð¸Ð»Ð¸ Ð²ÑÑÐ²Ð¸ÑÑ Ð²Ð°Ð¶Ð½Ð¾ÑÑÑ Ð¸Ð·ÑÑÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð²Ð¾Ð¿ÑÐ¾ÑÐ°, Ð¾ÑÐ¾Ð±ÐµÐ½Ð½Ð¾ Ð² ÑÐµÐ³Ð¸Ð¾Ð½Ð°Ñ, Ð³Ð´Ðµ ÑÐ°ÐºÐ¸Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð¿ÑÐ¾Ð²Ð¾Ð´ÑÑÑÑ Ð½Ð° ÑÐºÐ°Ð»ÑÐ½Ð¾Ð¼ Ð³ÑÑÐ½ÑÐµ, ÐºÐ°Ðº, Ð½Ð°Ð¿ÑÐ¸Ð¼ÐµÑ, Ð² ÐÑÑÐ¼Ð°Ð½ÑÐºÐ¾Ð¹ Ð¾Ð±Ð»Ð°ÑÑÐ¸. Ð ÑÐ°Ð¼ÐºÐ°Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ Ð¾ÑÐºÐ»Ð¸ÐºÐ° ÐºÐ°ÑÐºÐ°ÑÐ° Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ, Ð±ÑÐ»Ð¸ Ð·Ð°ÑÐ¸ÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ñ Ð²Ð¸Ð·ÑÐ°Ð»ÑÐ½ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð¸Ñ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ ÑÐ¸ÑÐ»ÐµÐ½Ð½ÑÐµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹. ÐÑÐ¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ð¸ Ð¾ÑÐºÐ»Ð¸ÐºÐ° ÐºÐ°ÑÐºÐ°ÑÐ° Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÑÐ²ÑÐ·ÐµÐ¹ ÐºÐ¾Ð½ÐµÑÐ½Ð¾Ð¹ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ Ð¸ ÐºÐ°ÑÐºÐ°ÑÐ° Ñ Ð¶ÐµÑÑÐºÐ¸Ð¼ Ð·Ð°ÑÐµÐ¼Ð»ÐµÐ½Ð¸ÐµÐ¼ ÑÐ²Ð°Ð¹ Ð±ÑÐ»Ð¸ Ð¾Ð±Ð½Ð°ÑÑÐ¶ÐµÐ½Ñ ÑÑÐ¾Ð´ÑÑÐ²Ð°.
description: Topic of the final qualifying work: âHigh-rise building in conditions of drilling and blasting operations.â The goal of the work is to develop a project for a high-rise business center building at the address: Murmansk, Kolsky Ave., plot 51, kad. site number: 51:20:0000000:51 in accordance with the design assignment. As a result of the work, sections of the design documentation were developed in accordance with the design assignment and Decree of the Government of the Russian Federation No. 87. The capital construction project is a business center building, 104.7 m high. The object of the study is seismic impacts from drilling and blasting operations. The purpose of the research part is to compare methods for taking into account the rigidity of the foundation, specified using elastic connections, when calculating a building for the seismic impact of drilling and blasting operations To achieve this goal, the following tasks were set: 1. Mastering dynamic calculations in SCAD 2. Performing dynamic calculations using accelerograms 3. Review of various methods of taking into account the rock foundation when calculating the frame of a high-rise building using accelerograms 4. Difference in specifying the rigidity of the base in static and dynamic calculations 5. Calculation of the frame for dynamic impacts, taking into account different rigidity of the base. The study analyzed the scientific literature related to the impact of seismic vibrations caused by drilling and blasting on buildings. The data obtained revealed the importance of studying this issue, especially in regions where such work is carried out on rocky soil, such as, for example, in the Murmansk region. As part of the study, the response of the building frame to the seismic impacts of drilling and blasting operations was calculated, visual representations of building vibrations and numerical values of displacement were recorded. When comparing the response of frames using finite stiffness connections and frames using rigidly restrained piles, similarities were found.