title: ÐÐ¾ÑÑÐ¸Ð½Ð¸ÑÐ° Ñ Ð¶ÐµÑÑÐºÐ¸Ð¼ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÐºÐ¾Ð»Ð¾Ð½Ð½ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½ÑÐ¼ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²ÑÐ¼ Ð¿ÑÐ¾ÑÐ¸Ð»ÐµÐ¼
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: Hotel with rigid reinforcement of columns with a composite I-beam profile
Creators: name: Ð¢Ð¾Ð»ÐºÑÐ½Ð¾Ð², Ð¡ÐµÑÐ³ÐµÐ¹
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: ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
Ð¶ÐµÑÑÐºÐ¾Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½ÑÐ¹ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²ÑÐ¹ Ð¿ÑÐ¾ÑÐ¸Ð»Ñ
ÑÑÐµÐºÐ»Ð¾Ð¿Ð»Ð°ÑÑÐ¸ÐºÐ¾Ð²Ð°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
composite reinforcement
reinforced concrete
rigid reinforcement
composite i-beam profile
glass-fibre reinforcement

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð¾Ð¹ ÑÑÐµÐºÐ»Ð¾Ð¿Ð»Ð°ÑÑÐ¸ÐºÐ¾Ð²Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð½ÐµÑÑÑÐ¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð»Ð¾Ð½Ð½. 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: Ð Ð°ÑÑÐµÑ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ñ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð»Ñ Ð² ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð¶ÐµÑÑÐºÐ¾Ð³Ð¾ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. Ð¡ÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¸ÑÑÐ»ÐµÐ´ÑÐµÐ¼Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ñ Ð¾Ð±ÑÑÐ½Ð¾Ð¹ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ð¾Ð¹. ÐÐ°ÐºÐ»ÑÑÐµÐ½Ð¸Ðµ Ð²ÑÐ²Ð¾Ð´Ð° Ð¾ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð² Ð³ÑÐ°Ð¶Ð´Ð°Ð½ÑÐºÐ¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ. ÐÑÐ»Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ñ ÑÐ°ÑÑÐµÑÑ, Ð¿Ð¾ÐºÐ°Ð·ÑÐ²Ð°ÑÑÐ¸Ðµ Ð¼Ð°ÐºÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÑ Ð½Ð°Ð³ÑÑÐ·ÐºÑ, ÐºÐ¾ÑÐ¾ÑÑÑ Ð¼Ð¾Ð¶ÐµÑ Ð²ÑÐ´ÐµÑÐ¶Ð°ÑÑ Ð½Ð¾Ð²ÑÐ¹ ÑÐ¸Ð¿ ÐºÐ¾Ð»Ð¾Ð½Ð½. Ð£ÑÐ¸Ð»Ð¸Ñ Ð² Ð½ÐµÑÑÑÐµÐ¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ðµ Ð±ÑÐ»Ð¸ Ð²ÑÑÐ¸ÑÐ»ÐµÐ½Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ»Ð¾ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð´Ð²ÑÑ ÑÐ¸Ð¿Ð¾Ð² ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð¿Ð¾ Ð²ÐµÑÑ, ÑÐ°ÑÑÐ¾Ð´Ñ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð² Ð¸ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ, Ð±ÑÐ»Ð¾ ÑÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¾, ÑÑÐ¾ ÐºÐ¾Ð»Ð¾Ð½Ð½Ð°, Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð°Ñ ÑÑÐµÐºÐ»Ð¾Ð¿Ð»Ð°ÑÑÐ¸ÐºÐ¾Ð²ÑÐ¼ Ð¿ÑÐ¾ÑÐ¸Ð»ÐµÐ¼, ÑÐ°Ð±Ð¾ÑÐ°ÐµÑ Ð½ÐµÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ Ð¸ ÐµÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð½Ð° Ð¿ÑÐ°ÐºÑÐ¸ÐºÐµ Ð½ÐµÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½Ð¾ Ð¿Ð¾ Ð¿ÑÐ¸ÑÐ¸Ð½Ðµ Ð¼Ð°Ð»Ð¾Ð¹ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸.
description: This work is devoted to the study of the operation of composite fiberglass reinforcement in the composition of bearing reinforced concrete columns. Tasks that were solved during the study: Calculation of the column using a composite I-beam profile as a rigid reinforcement. Comparison of the investigated structure with a conventional reinforced concrete column. Conclusion of the conclusion on the possibility of using the new design in civil engineering. Calculations were performed showing the maximum load that a new type of column can withstand. The forces in the support column were calculated in the SCAD software package. As a result, two types of columns were compared by weight, material consumption, and efficiency. Based on the study, it was found that the column reinforced with a fiberglass profile is ineffective and its use in practice is impractical due to the low bearing capacity.