title: ÐÐ³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾ÑÑÑ Ð·Ð°ÐºÐ°Ð»ÐµÐ½Ð½ÑÑ ÑÑÐµÐºÐ¾Ð» Ð´Ð»Ñ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸ Ð² Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸ÑÑ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸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: Fire resistance of tempered glass for operation in high-rise buildings and structures
Creators: name: ÐÐ¸ÑÐ¾Ð³Ð¾Ð², 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: ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ
Ð²ÑÑÐ¾ÑÐ½ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ
Ð¿ÑÐµÐ´ÐµÐ»Ñ Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸
Ð·Ð°ÐºÐ°Ð»ÐµÐ½Ð½Ð¾Ðµ ÑÑÐµÐºÐ»Ð¾
ÑÐµÐ»Ð¾ÑÑÐ½Ð¾ÑÑÑ
elcut
window therm
unique buildings
high-rise buildings
fire resistance limits
tempered glass
integrity

description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐ¸Ð²Ð¾Ð´ÑÑÑÑ ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½ÑÐµ Ð´Ð°Ð½Ð½ÑÐµ Ð¿Ð¾ Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸ Ð·Ð°ÐºÐ°Ð»ÐµÐ½Ð½ÑÑ ÑÑÐµÐºÐ¾Ð» Ð´Ð»Ñ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸ Ð² Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸ÑÑ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸ÑÑ Ð¸ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½Ð¾Ð³Ð¾ Ð½Ð°Ð³ÑÐµÐ²Ð° Ð´Ð»Ñ Ð¿ÑÐ¾Ð³Ð½Ð¾Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸ Ð¿Ð¾ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Â«ÑÐµÐ¿Ð»Ð¾Ð¸Ð·Ð¾Ð»Ð¸ÑÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑÂ».
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»Ð¸ÑÐµÑÐ°ÑÑÑÐ½ÑÑ Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¾Ð² Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð² Ð¾Ð±Ð»Ð°ÑÑÐ¸ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹;
2. ÐÐ¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð²Ð°ÑÐ¸Ð°ÑÐ¸Ð¹ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ° Ñ Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¸Ð¼ Ð·Ð°ÐºÐ°Ð»ÐµÐ½Ð½ÑÐ¼ ÑÑÐµÐºÐ»Ð¾Ð¼;
3. ÐÑÐ±Ð¾Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ° Ñ Ð·Ð°ÐºÐ°Ð»ÐµÐ½Ð½ÑÐ¼ ÑÑÐµÐºÐ»Ð¾Ð¼ Ð´Ð»Ñ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ.
ÐÐ½Ð°Ð»Ð¸Ð· ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ¹ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð» Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐ¾ÑÐ½ÑÑ Ð¸Ð·ÑÑÐµÐ½Ð½Ð¾ÑÑÑ Ð²Ð¾Ð¿ÑÐ¾ÑÐ° Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð·Ð°ÐºÐ°Ð»ÐµÐ½Ð½ÑÑ ÑÑÐµÐºÐ¾Ð» Ð² Ð²ÑÑÐ¾ÑÐ½Ð¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ.
Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¿Ð¾ÐºÐ°Ð·ÑÐ²Ð°ÑÑÑÑ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¼ÐµÑÐ¾Ð´Ð° ÑÐ°ÑÑÐµÑÐ° Ð² ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ°Ñ, Ð° Ð¸Ð¼ÐµÐ½Ð½Ð¾ Ð² ELCUT Ð¸ Therm Ð´Ð»Ñ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð¿ÑÐµÐ´ÐµÐ»Ð¾Ð² Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸ Ð¿Ð¾ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Â«ÑÐµÐ¿Ð»Ð¾Ð¸Ð·Ð¾Ð»Ð¸ÑÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸Â» ÐºÐ°Ð¶Ð´Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸.
Ð Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ ELCUT Ð±ÑÐ»Ð¾ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð¾ ÑÑÐ¸ Ð¼Ð¾Ð´ÐµÐ»Ð¸ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ¾Ð² Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼Ð¸ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ°Ð¼Ð¸ Ð¸ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð°Ð¼Ð¸. ÐÐ¾Ð´ÐµÐ»Ñ Ð Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÑÐ»Ð° Ð´Ð²ÑÑÐºÐ°Ð¼ÐµÑÐ½ÑÐ¹ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑ Ñ Ð¾Ð±ÑÑÐ½ÑÐ¼ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸ÐµÐ¼, Ð¼Ð¾Ð´ÐµÐ»Ñ B â Ð¾Ð´Ð½Ð¾ÐºÐ°Ð¼ÐµÑÐ½ÑÐ¹ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð·Ð°ÐºÐ°Ð»ÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÑÐµÐºÐ»Ð° ÑÐ¾Ð»ÑÐ¸Ð½Ð¾Ð¹ 10 Ð¼Ð¼, Ð° Ð¼Ð¾Ð´ÐµÐ»Ñ C â Ð´Ð²ÑÑÐºÐ°Ð¼ÐµÑÐ½ÑÐ¹ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑ Ñ Ð´Ð²ÑÐ¼Ñ Ð·Ð°ÐºÐ°Ð»ÐµÐ½Ð½ÑÐ¼Ð¸ ÑÑÐµÐºÐ»Ð°Ð¼Ð¸ ÑÐ¾Ð»ÑÐ¸Ð½Ð¾Ð¹ 10 Ð¼Ð¼ ÐºÐ°Ð¶Ð´Ð¾Ðµ. ÐÐ»Ñ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð¿ÑÐ°Ð²Ð¸Ð»ÑÐ½Ð¾ÑÑÐ¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð±ÑÐ»Ð° ÑÐ¾Ð·Ð´Ð°Ð½Ð° ÑÐ´Ð¾Ð²Ð»ÐµÑÐ²Ð¾ÑÑÑÑÐ°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ Therm. Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ Ð²Ð¾ Ð²ÑÐ¾ÑÐ¾Ð¼ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð»Ð¸ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¸ Ð¿Ð¾Ð»Ð½ÑÑ ÑÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÑ Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼Ð¸ Ð¸Ð· ELCUT.
description: In this paper, the possibility of using tempered glasses for operation in high-rise buildings and structures is shown.
Tasks that were solved during the study:
1. The study of literary sources and analysis of existing solutions in the field;
2. Modeling of various variations of a double-glazed window;
3. The choice of the optimal technical solution for glass with tempered glass.
Analysis of the existing literature has shown insufficient research on the use of tempered glass in high-rise construction.
This graduate qualification work shows the possibilities of the calculation method in various software packages, namely in ELCUT and Therm for determining the fire resistance limits for the parameter "thermal insulation capacity" of each model.
The ELCUT software package has developed three models of double-glazed windows with different characteristics and materials. Model A is represented by three-chamber double-glazed window with ordinary glass, model B-single-chamber double-glazed window with a 10 mm thick tempered glass, and model C-double-chamber double-glazed windows with two 10 mm thick tempered glasses each. To analyze the correctness of the results obtained, a satisfactory model was created in the Therm software package. The results obtained in the second software package showed almost complete convergence with the results of ELCUT.