title: ÐÐ¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 114 Ð¼ÐµÑÑÐ¾Ð² Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³
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 with a height of 114 meters in Saint Petersburg
Creators: name: ÐÐ¿Ð°Ð½Ð°ÑÐµÐ½ÐºÐ¾, ÐÐ»Ñ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: 2020
Subjects: ÑÐ¿ÑÐ½Ñ
ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ðµ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ðµ
ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµ
ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð¾ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸
ÑÐ¼ÐµÑÑ
ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸
fillet
cut-off wall
slurry wall
installation of substructure
cost calculations
cost comparison

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 114 Ð¼ÐµÑÑÐ¾Ð² Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Â». ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±ÑÐ»Ð° Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð° Ñ ÑÐµÐ»ÑÑ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð´Ð²ÑÐ¼Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð°Ð¼Ð¸: ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð¼ Â«ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµÂ» Ð¸ ÑÐ¿ÑÐ½ÑÐ¾Ð²ÑÐ¼ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸ÐµÐ¼. Ð Ð°ÑÑÐµÑÑ Ð¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ñ Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ Ð°Ð´Ð¼Ð¸Ð½Ð¸ÑÑÑÐ°ÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 114 Ð¼ÐµÑÑÐ¾Ð². Ð ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ 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 Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ Ð¿ÑÐ¾ÐµÐºÑÐ½ÑÑ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ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¤ Ð¾Ñ 16.02.2008 â87 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¸Ð¹ Ðº Ð¸Ñ ÑÐ¾Ð´ÐµÑÐ¶Ð°Ð½Ð¸ÑÂ»; 2. ÐÑÐ¾Ð²ÐµÑÑÐ¸ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐ¿Ð¾ÑÐ¾Ð±Ð° Â«ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµÂ» Ð¸ ÑÐ¿Ð¾ÑÐ¾Ð±Ð° ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ; 3. ÐÑÐ¾Ð¸Ð·Ð²ÐµÑÑÐ¸ ÑÐ°ÑÑÐµÑ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð¼ Â«ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµÂ» Ð¸ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð¼ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ; 4. ÐÑÐ¾Ð²ÐµÑÑÐ¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð´Ð²ÑÐ¼Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð°Ð¼Ð¸. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¹ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð¼ Â«ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµÂ» Ð¸ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð¼ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÐµÑ Ð²ÑÑÐ²Ð¸ÑÑ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½ÑÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð± ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸ÑÑÑ Ð°Ð½Ð°Ð»Ð¸Ð· Ð²ÑÐ±ÑÐ°Ð½Ð½ÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð² Ð¸ Ð´Ð°Ð»ÑÐ½ÐµÐ¹ÑÐ¸Ð¹ ÑÐ°ÑÑÐµÑ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð² ÐÐ SmetaWIZARD Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¼Ð¸ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼Ð¸. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ Ð´Ð¾Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ ÑÐ¼ÐµÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ, Ð·Ð°ÑÐµÐ¼ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐµÐ¹ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ ÑÑÐ¾Ð³Ð¾ Ð±ÑÐ» ÑÐ´ÐµÐ»Ð°Ð½ Ð²ÑÐ²Ð¾Ð´ Ð¾ ÑÐ¾Ð¼, ÑÑÐ¾ ÑÐ¿Ð¾ÑÐ¾Ð± ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð½ÑÐ¼ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð¼ Ð¿ÑÐ¸ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ð¸ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð°Ð´Ð¼Ð¸Ð½Ð¸ÑÑÑÐ°ÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ ÑÑÐ»Ð¾Ð²Ð¸Ð¸, ÑÑÐ¾ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°ÑÑ Ð¾Ð±Ð° ÑÐ¿Ð¾ÑÐ¾Ð±Ð°.
description: The subject of the graduate qualification work is: â114-meter business center in St. Peters-burgâ. This work was carried out with the aim of comparing the cost of installing the underground part of the building in two ways: using the âslurry wallâ method and sheet piling. Calculations and comparisons were carried out on the example of the administrative building of a business center 114 meters high. During the study, the following tasks were set: 1. to develop a project documentation for the construction of a research Institute in accordance with the design assignment and the RF Government Resolution N 87 of February 16, 2008 On the structure of sections of design documentation and requirements to their contents; 2. To conduct a comparative analysis of the method "slurry wall" and the method of sheet piling; 3. Calculate the cost of erecting the underground part of the business center building using the âslurry wallâ method and sheet pile fence method; 4. To compare the cost of the construction of the underground part of the building in two ways. A comparative analysis of the technologies for erecting the underground part of the building using the âslurry wallâ method and sheet piling method allows us to identify the most economically feasible way of constructing the underground part of the building. An analysis of the selected methods and further calculation of the cost of construction in the SmetaWIZARD software is carried out in accordance with regulatory documents. As a result of this work, an additional estimate was made, then an analysis was made of the obtained construction costs of the underground part of the building, and on the basis of this, it was concluded that the sheet piling method is the most economically feasible method for the construction of the underground part of a high-rise administrative building, provided that itâs technically possible to use both methods.