title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÐ¾Ð¹ Ð² Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÑ
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: The building business-center with high-strength fittings in monolithic structures
Creators: name: ÐÐ»ÑÐ¸Ð½ÑÑ, 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: 2022
Subjects: Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½Ð°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
ÑÐ¶Ð°ÑÑÐµ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ ÑÐ»ÐµÐ¼ÐµÐ½ÑÑ
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ
Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹
high strenht armature
compressed reinforced concrete elements
reinforced concrete
columns
reinforcement of high buildings

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸Ð·ÑÑÐµÐ½Ð¸Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð° ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°, ÐºÐ¾ÑÐ¾ÑÑÐ¹ Ð½Ðµ Ð¾Ð³ÑÐ°Ð½Ð¸ÑÐ¸Ð²Ð°ÐµÑ Ð¿ÑÐ¸ ÑÐ°ÑÑÐµÑÐµ ÑÐ°ÑÑÐµÑÐ½Ð¾Ðµ ÑÐ¾Ð¿ÑÐ¾ÑÐ¸Ð²Ð»ÐµÐ½Ð¸Ðµ Ð°ÑÐ¼Ð°ÑÑÑÑ. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ¸ Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ°: 1. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð² 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; 2.Ð¡ÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² ÑÐ°ÑÑÐµÑÐ° Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÑÐ¸Ð»Ð¸Ð¹ Ð¸ ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÑ Ð¼ÐµÑÐ¾Ð´ ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¸ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°, ÑÑÐ°Ð½Ð¾Ð²Ð¸ÑÑÑ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½ÑÐ¼ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°ÑÑ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÑ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð² ÑÐ¶Ð°ÑÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ°Ñ, Ð¿Ð¾Ð»ÑÑÐ°Ñ Ð¿ÑÐ¸ ÑÑÐ¾Ð¼ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð° Ð² ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ð¸ Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÑÐ¸Ð»Ð¸Ð¹: - Ð¿ÑÐ¸ ÑÐµÑ Ð¶Ðµ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ°Ñ Ð¸ Ð¿ÑÐ¸ ÑÐ¾Ð¼ Ð¶Ðµ Ð¿ÑÐ¾ÑÐµÐ½ÑÐµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, ÑÑÐ¾ Ð¸ Ð² Ð¼ÐµÑÐ¾Ð´Ðµ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÑÐ¸Ð»Ð¸Ð¹, Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð° Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÑ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÑ Ð°ÑÐ¼Ð°ÑÑÑÑ ÑÐ²ÐµÐ»Ð¸ÑÐ¸ÑÑ Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ N. - Ð¿ÑÐ¸ ÑÐ¾Ð¹ Ð¶Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ N Ð¸ ÑÐ¾Ð¼ Ð¶Ðµ Ð¿ÑÐ¾ÑÐµÐ½ÑÐµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, ÑÑÐ¾ Ð¸ Ð² Ð¼ÐµÑÐ¾Ð´Ðµ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÑÐ¸Ð»Ð¸Ð¹, Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð° Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÑ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÑ Ð°ÑÐ¼Ð°ÑÑÑÑ ÑÐ¼ÐµÐ½ÑÑÐ¸ÑÑ ÑÐ°Ð·Ð¼ÐµÑÑ ÑÐµÑÐµÐ½Ð¸Ñ ÑÐ¶Ð¸Ð¼Ð°ÐµÐ¼Ð¾Ð¹ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¸ ÑÐµÐ¼ ÑÐ°Ð¼ÑÐ¼ Ð¾Ð±Ð»ÐµÐ³ÑÐ¸ÑÑ Ð²ÐµÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¸ ÑÐ´ÐµÐ»Ð°Ð² Ð´Ð¾ÑÑÑÐ¿Ð½ÑÐ¼ Ð±Ð¾Ð»ÐµÐµ Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾. - Ð¿ÑÐ¸ ÑÐ¾Ð¹ Ð¶Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ N Ð¸ ÑÐµÑ Ð¶Ðµ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ°Ñ, ÑÑÐ¾ Ð¸ Ð² Ð¼ÐµÑÐ¾Ð´Ðµ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÑÐ¸Ð»Ð¸Ð¹, Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°, Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÑ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÑ Ð°ÑÐ¼Ð°ÑÑÑÑ, ÑÐ¼ÐµÐ½ÑÑÐ¸ÑÑ Ð¿ÑÐ¾ÑÐµÐ½Ñ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. Ð¢.Ðµ. ÑÐ¾ÐºÑÐ°ÑÐ¸ÑÑ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð¾ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð´Ð¾ 30% (Ð¿ÑÐ¸ ÑÐ¾Ð¼, ÑÑÐ¾ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½Ð°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ° Ð´Ð¾ÑÐ¾Ð¶Ðµ Ð¾Ð±ÑÑÐ½Ð¾Ð¹ Ð½Ð° 10-15%) ÑÐµÐ¼ ÑÐ°Ð¼ÑÐ¼ Ð¿Ð¾Ð»ÑÑÐ¸ÑÑ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÑÑÐµÐºÑ.
description: This work is devoted to the study of a method for calculating a nonlinear deformation model of reinforced concrete, which does not limit the design resistance of reinforcement in the calculation. Tasks that were solved during the development of the diploma project: 1. Development of sections of design documentation in accordance with the design assignment; 2. Comparison of methods for calculating ultimate forces and calculation using a nonlinear deformation model of reinforced concrete. As a result, using the nonlinear deformation method of a reinforced concrete model, it becomes possible to use high-strength reinforcement in compressed elements, while obtaining the following advantages in comparison with the ultimate force method: - with the same geometrical parameters and with the same percentage of reinforcement as in the method of limiting forces, using a nonlinear deformation model of reinforced concrete, using high-strength reinforcement, increase the bearing capacity N. - with the same bearing capacity N and the same percentage of reinforcement as in the method of limiting forces, using a nonlinear deformation model of reinforced concrete using high-strength reinforcement to reduce the cross-sectional dimensions of a compressible reinforced concrete structure and thereby lighten the weight of the structure and make higher-rise construction available. - with the same bearing capacity N and the same geometric characteristics as in the method of limiting efforts, using a nonlinear deformation model of reinforced concrete, using high-strength reinforcement, reduce the percentage of reinforcement. Those. reduce the amount of high-strength reinforcement by up to 30% (despite the fact that high-strength reinforcement is 10-15% more expensive than usual), thereby obtaining an economic effect.