title: ÐÐ¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 125 Ð¼ 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 125 m high in St. Petersburg
Creators: name: Ð¡Ð¾Ð»Ð¾Ð²ÑÑÐ², ÐÐ²Ð³ÐµÐ½Ð¸Ð¹
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: ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
Ð°ÑÐ¿
Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¸ÑÑ
composite fittings
fiberglass reinforcement
reinforcement of foundation plate

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 125 Ð¼ Ð² Ð³. Ð¡Ð°Ð½ÐºÑÐÐµÑÐµÑÐ±ÑÑÐ³Â». ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð·Ð°Ð¼ÐµÐ½Ñ Ð¿ÑÐ¾Ð´Ð¾Ð»ÑÐ½Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð¸Ð· ÑÑÐ°Ð»Ð¸ Ð² ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¸ÑÐµ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½ÑÑ ÑÑÐµÐºÐ»Ð¾Ð¿Ð»Ð°ÑÑÐ¸ÐºÐ¾Ð²ÑÑ (ÐÐ¡Ð): 1) ÐÐ¿Ð¸ÑÐ°Ð½Ð¸Ðµ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ² ÑÑÐµÐºÐ»Ð¾Ð¿Ð»Ð°ÑÑÐ¸ÐºÐ¾Ð²Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ; 2) Ð¡ÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº ÑÑÐ°Ð»Ð¸ Ð¸ ÑÑÐµÐºÐ»Ð¾Ð¿Ð»Ð°ÑÑÐ¸ÐºÐ°; 3) ÐÐ¾Ð´ÑÑÐµÑ Ð¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð¸ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ; 4) ÐÐ¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¸ÑÑ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÑÑÐµÐºÐ»Ð¾Ð¿Ð»Ð°ÑÑÐ¸ÐºÐ¾Ð²Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð² ÐÐ ÐÐ¸ÑÐ° Ð¡ÐÐÐ  2016; 5) Ð Ð°ÑÑÐµÑ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð²; 6) ÐÑÐ²Ð¾Ð´Ñ; Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¾ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð² ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¸ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ, ÑÐ¾Ð±ÑÐ°Ð½Ð° Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ñ Ñ ÑÐ°Ð·Ð½ÑÑ Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¾Ð², ÑÐ¾Ð´ÐµÑÐ¶Ð°ÑÐ¸Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸ ÑÑÐµÐºÐ»Ð¾Ð¿Ð»Ð°ÑÑÐ¸ÐºÐ¾Ð²Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ. ÐÑÐ»Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ñ Ð¿Ð¾Ð´ÑÑÐµÑ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸, Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ, ÑÐ°ÑÑÐµÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð´Ð»Ñ Ð²ÑÑÐ²Ð»ÐµÐ½Ð¸Ñ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð² ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¸ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸Ð· Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ°. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ»Ð° Ð´Ð¾ÐºÐ°Ð·Ð°Ð½Ð° Ð½ÐµÐ²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ Ð·Ð°Ð¼ÐµÐ½Ñ ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð¿ÑÐ¾Ð´Ð¾Ð»ÑÐ½Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð½Ð° ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½ÑÑ, Ð¿ÑÐ¸Ð²ÐµÐ´ÐµÐ½Ñ ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²ÑÑÑÐ¸Ðµ Ð´Ð¾ÐºÐ°Ð·Ð°ÑÐµÐ»ÑÑÑÐ²Ð°.
description: The subject of the final qualifying work: "business center 125 m high in St. Petersburg". This work is devoted to the study of the possibility of replacing steel longitudinal reinforcement in the foundation plate of a high-rise building with composite fiberglass: 1) Description of the advantages of fiberglass reinforcement; 2) Comparison of the characteristics of steel and fiberglass; 3) Calculation and comparison of the cost of steel and composite reinforcement; 4) Modeling the foundation slab using fiberglass reinforcement in the PC Lira CAD 2016; 5) Calculation and analysis of the results; 6) Conclusions; In this work, a study was carried out on the possibility of using composite reinforcement in the foundation slab of a building, information was collected from various sources containing the characteristics of fiberglass reinforcement. Costing, modeling, design analysis were performed to identify the feasibility of using reinforcement in the foundation slab of the building from this project. As a result, it was proved the impossibility of replacing steel longitudinal reinforcement with composite reinforcement, the corresponding evidence is given.