title: ÐÐ°Ð²ÐµÑÐ½ÑÐµ ÑÐ°ÑÐ°Ð´Ð½ÑÐµ ÑÐ¸ÑÑÐµÐ¼Ñ Ð½Ð° Ð½Ð°ÐºÐ»Ð¾Ð½Ð½ÑÑ Ð¿Ð»Ð¾ÑÐºÐ¾ÑÑÑÑ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Suspended faÃ§ade systems on inclined planes
Creators: name: Ð¢Ð¾Ð³Ð¼Ð¸Ð´, ÐÐ°Ð»Ð¶Ð¸Ð½Ð½ÑÐ¼
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: Ð½Ð°Ð²ÐµÑÐ½Ð°Ñ ÑÐ°ÑÐ°Ð´Ð½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°
ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ
Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»
ÑÐ°ÑÐ°Ð´
ÑÐ·ÐµÐ» ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ
hanged facade system
construction
material
facade
mounting unit

description: Ð¦ÐµÐ»ÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ¾Ð¹ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ð¸ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð´Ð»Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð½Ð° Ð½Ð°ÐºÐ»Ð¾Ð½Ð½Ð¾Ð¹ Ð¿Ð¾Ð²ÐµÑÑÐ½Ð¾ÑÑÐ¸. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ Ð·Ð°Ð´Ð°ÑÐ¸ Ð²ÑÑÐ²Ð»ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÐ½Ð°Ð»Ð¸Ð· ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð² Ð Ð¾ÑÑÐ¸Ð¸ Ð¸ Ð¿Ð¾ Ð²ÑÐµÐ¼Ñ Ð¼Ð¸ÑÑ. 2. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¸Ñ Ð¸ÑÐ¾Ð³Ð¾Ð². 3. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾Ð´Ð¾Ð±ÑÐ°Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ¾Ð¹ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ð¸ Ð±ÑÐ»Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð´Ð»Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð½Ð° Ð½Ð°ÐºÐ»Ð¾Ð½Ð½Ð¾Ð¹ Ð¿Ð¾Ð²ÐµÑÑÐ½Ð¾ÑÑÐ¸. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð±ÑÐ»Ð° Ð¿Ð¾Ð´Ð²ÐµÑÐ³Ð½ÑÑÐ° ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½Ð¾Ð¼Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÑÐµÐ¼ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¸ Ð½Ð° Ð¾ÑÑÑÐ², ÑÐ¶Ð°ÑÐ¸Ðµ Ð¸ ÑÑÐµÐ·. Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼Ð¸ ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ°Ð»Ð¾ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÑÐ·Ð»Ð¾Ð² ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ðº ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÐ°Ð»ÑÑÐµÐ²Ð¾Ð¹ ÐºÑÐ¾Ð²Ð»Ð¸ Ñ Ð¾Ð±Ð»Ð¸ÑÐ¾Ð²Ð¾ÑÐ½ÑÐ¼ ÑÐ»Ð¾ÐµÐ¼ Ð¸Ð· Ð¾ÑÐ¸Ð½ÐºÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð»Ð¸ÑÑÐ° ÑÐ¾Ð»ÑÐ¸Ð½Ð¾Ð¹ 0,5 Ð¼Ð¼. ÐÐ¾ÑÐ»Ðµ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ñ ÑÐµÐ»ÑÑ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ¸ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ðº ÑÐ°Ð»ÑÑÐµÐ²Ð¾Ð¹ ÐºÑÐ¾Ð²Ð»Ðµ ÑÐ¶Ðµ ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ¾Ð¿Ð¾ÑÑÐ°Ð²Ð¸Ð² ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¸ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ°, Ð¼Ð¾Ð¶Ð½Ð¾ Ð¿ÑÐ¸Ð¹ÑÐ¸ Ðº Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ ÑÐ¾Ð¼, ÑÑÐ¾ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð¾Ð±Ð»Ð°Ð´Ð°ÐµÑ Ð´Ð¾ÑÑÐ°ÑÐ¾ÑÐ½Ð¾Ð¹ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑÑ Ð´Ð»Ñ Ð²Ð¾ÑÐ¿ÑÐ¸ÑÑÐ¸Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½ÑÑ ÑÐ°ÑÑÑÑÐ½ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð¾Ð±ÑÐµÐºÑÐ° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°.
description: The purpose of this masters thesis is to develop an engineering design for installing a suspended facade system on an inclined surface. To achieve this goal, the following tasks have been identified: 1. Analysis of existing design solutions in Russia and around the world. 2. Conducting experimental studies and analyzing their results. 3. Carrying out a static calculation of the selected structure. As a result of the masters thesis research, a design was developed for installing a suspended facade system on an inclined surface. The developed structure was subjected to experimental research through pull-off, compression and shear tests. The results of the experimental study were to determine the load-bearing capacity of the attachment points of the hinged facade system to the structure of a seam roof with a facing layer of galvanized sheet 0.5 mm thick. Afterwards, a static calculation of the developed structure was carried out in order to check the load-bearing capacity of the curtain wall system to the standing seam roof of an existing building. As a result, by comparing the results of the experimental study and static calculation, we can come to the conclusion that the developed structure has sufficient load-bearing capacity to withstand the design loads under the conditions of the construction site.