title: ÐÐ¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÑ ÑÐ·Ð»Ð¾Ð² ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ñ Ð² ÑÐ±Ð¾ÑÐ½ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ°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: Pliability of joint assemblies in precast concrete elements
Creators: name: ÐÐµÑ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: 2021
Subjects: ÐºÑÑÐ¿Ð½Ð¾Ð¿Ð°Ð½ÐµÐ»ÑÐ½Ð¾Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
ÑÑÑÐºÐ¸
Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÑ
large-panel construction
joints
pliability

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° ÑÐ³Ð»ÑÐ±Ð»ÐµÐ½Ð¸Ñ Ð² Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÐ¸ ÑÑÑÐºÐ¾Ð² Ð² ÐºÑÑÐ¿Ð½Ð¾Ð¿Ð°Ð½ÐµÐ»ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸ÑÑ c ÑÐµÐ»ÑÑ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð¸ Ð²ÑÑÐ²Ð»ÐµÐ½Ð¸Ñ Ð¿ÑÐµÐ´Ð¿Ð¾ÑÑÐ¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð´Ð»Ñ Ð½ÐµÑÐ¸Ð¿Ð¾Ð²Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. ÐÐ·ÑÑÐµÐ½Ð¸Ðµ Ð¸Ð¼ÐµÑÑÐµÐ¹ÑÑ Ð¾Ð±ÑÐµÐ¹ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¸ Ð¾ ÐºÐ°Ð¶Ð´Ð¾Ð¹ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸ 2. Ð¡Ð¾Ð·Ð´Ð°Ð½Ð¸Ðµ ÐºÐ¾ÑÑÐµÐºÑÐ½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ Ñ ÑÑÐ°ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð·Ð°Ð´Ð°ÑÐµÐ¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ 3. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¸ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½Ð°Ñ Ð¾ÑÐµÐ½ÐºÐ° Ð¿Ð¾ ÐºÐ°Ð¶Ð´Ð¾Ð¼Ñ Ð·Ð°ÑÐ²Ð»ÐµÐ½Ð½Ð¾Ð¼Ñ ÐºÑÐ¸ÑÐµÑÐ¸Ñ, Ñ Ð´Ð°Ð»ÑÐ½ÐµÐ¹ÑÐ¸Ð¼ ÑÐ¾Ð·Ð´Ð°Ð½Ð¸ÐµÐ¼ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸. Ð Ð°Ð±Ð¾ÑÐ° Ð±ÑÐ»Ð° Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð° Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¿ÑÐµÐ´Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½ÑÑ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ¾Ð², Ð²ÐºÐ»ÑÑÐ°ÑÑÐ¸Ñ Ð² ÑÐµÐ±Ñ Ð¿Ð»Ð°Ð½Ñ Ð¿Ð¾Ð´Ð²Ð°Ð»ÑÐ½Ð¾Ð³Ð¾, Ð¿ÐµÑÐ²Ð¾Ð³Ð¾ Ð¸ ÑÐ¸Ð¿Ð¾Ð²Ð¾Ð³Ð¾ ÑÑÐ°Ð¶ÐµÐ¹, ÑÐ¼ÐµÑ, Ð¡Ð¢Ð, Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ ÐºÐ¾ÑÐ¾ÑÑÑ Ð±ÑÐ»Ð¾ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ Ð´Ð°Ð½Ð½ÑÑ. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ñ Ð¼ÐµÑÐ¾Ð´Ñ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð°. ÐÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐµ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÑ Ð¡ÐÐÐ¤ÐÐ  2017, ÐÐ¸ÑÐ°-Ð¡ÐÐÐ  2017, SCAD Office 21.1 Ð´Ð»Ñ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¾Ð±ÑÐµÐ¼Ð½Ð¾-Ð¿Ð»Ð°Ð½Ð¸ÑÐ¾Ð²Ð¾ÑÐ½ÑÑ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ»Ð¾ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð° ÑÐ°Ð±Ð¾ÑÐ° ÑÑÑÐºÐ¾Ð² ÑÐ·Ð»Ð¾Ð² ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ñ Ð² ÑÐ±Ð¾ÑÐ½ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ°Ñ, Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐ°ÐºÑÐ¾ÑÐ¾Ð², Ð²Ð»Ð¸ÑÑÑÐ¸Ñ Ð½Ð° Ð¸Ñ Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÑ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ¾Ð·Ð´Ð°Ð½Ð° ÑÐ°ÑÑÐµÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ ÑÑÐµÑÐ¾Ð¼ Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÐ¸ ÑÑÑÐºÐ¾Ð² Ð¸ Ð¿ÑÐ¸Ð½ÑÑÐ¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð²ÑÐ±Ð¾ÑÑ Ð¿Ð¾Ð´ÑÐ¾Ð´ÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð´Ð»Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° ÐºÑÑÐ¿Ð½Ð¾Ð¿Ð°Ð½ÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ.
description: This work is devoted to a deeper analysis of the flexibility of joints in large-panel buildings in order to analyze and identify the preferred option for an atypical building. Tasks that were solved in the course of the study: 1. Review the available general information about each technology 2. Creating correct models with a thorough load task 3. Analysis of the results obtained and comparative evaluation for each declared criterion, with further creation of the optimal model. The work was carried out on the basis of the submitted documents, including plans for the basement, first and standard floors, estimates, service stations, on the basis of which the construction of models and analysis of the data obtained were performed. In the course of the work, the methods of parametric modeling and comparative analysis were applied. The software systems SAPHIR 2017, Lira-CAD 2017, and SCAD Office 21.1 were used to model space-planning and design solutions. As a result, the work of the joints of the joints in precast reinforced concrete elements was considered, the factors affecting their compliance were analyzed, and a design model of the building was created, taking into account the compliance of the joints, and a decision was made on the choice of suitable design solutions for the construction of a large-panel building.