title: ÐÐ´Ð½Ð¾ÑÐµÐºÑÐ¸Ð¾Ð½Ð½Ð¾Ðµ Ð¶Ð¸Ð»Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ ÑÐ°ÑÐ°Ð´Ð¾Ð¼, Ð¾Ð±ÐµÑÐ¿ÐµÑÐ¸Ð²Ð°ÑÑÐ¸Ð¼ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð½ÑÑ Ð²Ð¾Ð´Ð¾Ð½ÐµÐ¿ÑÐ¾Ð½Ð¸ÑÐ°ÐµÐ¼Ð¾Ñ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: A single-section residential building with a facade providing increased water resistance
Creators: name: Ð¥Ð¸ÑÐ¼Ð°ÑÑÐ»Ð»Ð¸Ð½, ÐÐ°Ð¼Ð¸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: 2024
Subjects: Ð²Ð¾Ð´Ð¾Ð½ÐµÐ¿ÑÐ¾Ð½Ð¸ÑÐ°ÐµÐ¼Ð¾ÑÑÑ
Ð²ÐµÐ½ÑÐ¸Ð»Ð¸ÑÑÐµÐ¼ÑÐµ ÑÐ°ÑÐ°Ð´Ñ
Ð½Ð°Ð²ÐµÑÐ½ÑÐµ ÑÐ°ÑÐ°Ð´Ð½ÑÐµ ÑÐ¸ÑÑÐµÐ¼Ñ
Ð´Ð¾Ð¶Ð´ÐµÐ²Ð°Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ° Ð½Ð° ÑÐ°ÑÐ°Ð´
waterproof
ventilated facades
hinged facade systems
rain load on the facade

description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð²ÐµÐ½ÑÐ¸Ð»Ð¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ ÑÐ°ÑÐ°Ð´Ð°, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð° ÐºÐ¾Ð½ÑÐµÐ¿ÑÑÐ°Ð»ÑÐ½Ð°Ñ Ð¼ÐµÑÐ¾- Ð´Ð¸ÐºÐ° Ð¿ÑÐ¾Ð²ÐµÑÐºÐ¸ ÑÐ°ÑÐ°Ð´Ð½ÑÑ Ð½Ð°Ð²ÐµÑÐ½ÑÑ Ð²ÐµÐ½ÑÐ¸Ð»Ð¸ÑÑÐµÐ¼ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¾- Ð½Ð¸ÑÐ°ÐµÐ¼Ð¾ÑÑÑ. Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÐºÐ¾Ð½ÑÐµÐ¿ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ¸ ÑÐ°ÑÐ°Ð´Ð½ÑÑ Ð½Ð°Ð²ÐµÑÐ½ÑÑ Ð²ÐµÐ½ÑÐ¸Ð»Ð¸ÑÑÐµÐ¼ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¾Ð½Ð¸ÑÐ°ÐµÐ¼Ð¾ÑÑÑ. ÐÐ»Ñ Ð¿Ð¾Ð´ÑÐ²ÐµÑÐ¶Ð´ÐµÐ½Ð¸Ñ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð²ÑÑÐµ ÑÐºÐ°Ð·Ð°Ð½Ð½Ð¾Ð¹ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð²ÐµÑÐµÐ½Ñ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐµÑÐµÐ½Ð¸Ñ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð¾Ð³Ð¾ Ð¾Ð´Ð½Ð¾ÑÐµÐºÑÐ¸Ð¾Ð½Ð½Ð¾Ð³Ð¾ 22-ÑÐ¸ ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð¶Ð¸Ð»Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ. Ð Ð¿ÑÐ¾ÐµÐºÑÐµ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð²ÐµÑÐµÐ½Ñ Ð½Ð° Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¾Ð½Ð¸ÑÐ°ÐµÐ¼Ð¾ÑÑÑ ÑÐ¸Ð¿Ð¾Ð²ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° ÑÐ·Ð»Ð¾Ð² Ð¿ÑÐ¸Ð¼ÑÐºÐ°Ð½Ð¸Ñ Ð½Ð°Ð²ÐµÑÐ½ÑÑ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ñ ÑÐ¸ÑÑÐµÐ¼Ð°Ð¼Ð¸ ÑÐ°ÑÐ°Ð´- Ð½Ð¾Ð³Ð¾ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ñ. ÐÐ»Ñ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¿Ð¾Ð½Ð¸Ð¼Ð°Ð½Ð¸Ñ Ð´Ð¾Ð¶Ð´ÐµÐ²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ð° Ð·Ð´Ð°Ð½Ð¸Ðµ, Ð±ÑÐ»Ð° ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ð° Ð½Ð°Ð³ÑÑÐ·ÐºÐ° Ð½Ð° ÐºÐ°Ð¶Ð´ÑÐ¹ ÑÐ°ÑÐ°Ð´, Ð´Ð°Ð»ÐµÐµ Ð²ÑÑÐ¸ÑÐ»ÐµÐ½Ð½ÑÐµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ñ Ðº ÑÐ·Ð»Ð°Ð¼ Ð¿ÑÐ¸Ð¼ÑÐºÐ°Ð½Ð¸Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð²ÑÑÐ²Ð»ÐµÐ½Ñ Ð¼ÐµÑÑÐ° (Ð¿ÑÐ¸Ð¼ÑÐºÐ°Ð½Ð¸Ñ ÐÐ¤Ð¡ Ðº ÑÐ¸ÑÑÐµÐ¼Ðµ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð³Ð¾ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ñ) Ð¿Ð¾ÑÐµÐ½ÑÐ¸Ð°Ð»ÑÐ½ÑÑ Ð¿ÑÐ¾ÑÐµÑÐµÐº Ð´Ð¾Ð¶Ð´ÐµÐ²Ð¾Ð¹ Ð²Ð¾Ð´Ñ Ð²Ð½ÑÑÑÑ Ð¿Ð¾Ð¼Ðµ- ÑÐµÐ½Ð¸Ð¹. ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð¾ ÑÐµÑÐµÐ½Ð¸Ðµ Ð¿Ð¾ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ñ Ð´Ð°Ð½Ð½ÑÑ ÑÐ·Ð»Ð¾Ð². ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð° ÑÑÐµÐ¼Ð°, ÐºÐ¾ÑÐ¾ÑÐ°Ñ Ð¾Ð±ÐµÑÐ¿ÐµÑÐ¸Ñ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð½ÑÑ Ð²Ð¾Ð´Ð¾Ð½ÐµÐ¿ÑÐ¾Ð½Ð¸ÑÐ°ÐµÐ¼Ð¾ÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÑÐ°ÑÐ°Ð´Ð° Ð·Ð´Ð°Ð½Ð¸Ñ, Ð¿ÑÐ¸ ÑÑÐ¾Ð¼ Ð½Ðµ Ð¿Ð¾ÑÑÐµÐ±ÑÐµÑÑÑ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÑÐ¾ÑÑÐ°Ð²Ð° Ð·Ð²ÐµÐ½Ð° ÑÐ°Ð±Ð¾ÑÐ¸Ñ Ð¸ ÑÐ°Ð·ÑÐ°- Ð±Ð¾ÑÐºÐ¸ Ð¿ÑÐ¸Ð½ÑÐ¸Ð¿Ð¸Ð°Ð»ÑÐ½Ð¾ Ð½Ð¾Ð²Ð¾Ð³Ð¾ Ð¿Ð»Ð°Ð½Ð° Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´ÑÑÐ²Ð° ÑÐ°Ð±Ð¾Ñ. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð² ÐÐ SOLIDWORKS, Ð½Ð°ÑÑÐ½ÑÑ ÑÑÐ°ÑÐµÐ¹, Ð° ÑÐ°ÐºÐ¶Ðµ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ¾Ð².
description: In this work, an analysis of the structures of the hinged facade system of the ventilated facade was carried out, and a conceptual methodology for testing the fa- cade hinged ventilated systems of a building for water permeability was proposed. The aim of the work is to develop a conceptual methodology for testing the facade hinged ventilated building systems for water permeability. To confirm the possibility of using the above-mentioned methodology, the technical solutions of the developed single-section 22-storey residential building in St. Petersburg were tested. In the project, standard solutions for the arrangement of nodes for the connec- tion of hinged facade systems with facade glazing systems were tested for water permeability. To numerically understand the rain load on the building, the load on each facade was calculated, then the calculated values were applied to the junction nodes. As a result of the work, the places (where the NSF adjoins the facade glazing system) of potential rainwater leaks inside the premises were identified. A solution has been proposed for the device of these nodes. A scheme has been proposed that will ensure increased water resistance of the facade structures of the building, while not requiring changes in the composition of the workers and the development of a fundamentally new work plan. The study was conducted by analyzing the model in the PC SOLID-WORKS, scientific articles, as well as analyzing regulatory documents.