title: 30-ÑÑÐ°Ð¶Ð½ÑÐ¹ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ Ð¶ÐµÑÑÐºÐ¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÐ¾Ð¹ Ð¿ÑÑÐ¼Ð¾ÑÐ³Ð¾Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð² Ð¿ÐµÑÐµÐºÑÑÑÐ¸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: 30-storey apartment hotel with rigid reinforcement of rectangular cross section in the ceilings
Creators: name: Ð¡ÑÐ°ÑÐ¾Ð´ÑÐ±ÑÐµÐ², ÐÐ°ÐºÑÐ¸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: 2020
Subjects: ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐ¹ Ð½Ð°ÑÑÐ¸Ð»
ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐµ Ð±Ð°Ð»ÐºÐ¸
ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ°
ÑÑÐ°Ð´-Ð±Ð¾Ð»ÑÑ
Ð½ÐµÑÑÐµÐ¼Ð½Ð°Ñ Ð¾Ð¿Ð°Ð»ÑÐ±ÐºÐ°
ÑÐ°Ð±Ð¾ÑÐ°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
ÑÑÐµÐ¿Ð»ÐµÐ½Ð¸Ðµ Ð½Ð°ÑÑÐ¸Ð»Ð° Ñ Ð±ÐµÑÐ¾Ð½Ð¾Ð¼
ÑÐ°ÑÑÐµÑ Ð¿Ð¾ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÐ¼ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸ÐµÐ¼
Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ
steel and concrete constructions
profiled floors
combined beams
joint work
stud bolts
removable formwork
work fittings
clutch filled with concrete
calculation calculation

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«30-ÑÑÐ°Ð¶Ð½ÑÐ¹ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ Ð¶ÐµÑÑÐºÐ¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÐ¾Ð¹ Ð¿ÑÑÐ¼Ð¾ÑÐ³Ð¾Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð² Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÑÑÂ». ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¾Ð´ÐµÑÐ¶Ð¸Ñ Ð¿Ð¾Ð»Ð½ÑÐ¹ ÑÐ°ÑÑÐµÑ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿Ð¾ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ð¼ Ð±Ð°Ð»ÐºÐ°Ð¼ ÑÐ¾ÑÑÐ°Ð²Ð½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð¸Ð· ÑÐ²ÐµÐ»Ð»ÐµÑÐ¾Ð². Ð¢Ð°ÐºÐ¶Ðµ Ð¿ÑÐ¸Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð²Ð¾Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð¸Ðµ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¹ ÑÐ°ÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÐ¼Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¸ ÑÐ¶Ðµ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð¾Ð³Ð¾ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð±ÐµÐ·Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¸Ð· Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°. Ð Ð°Ð±Ð¾ÑÐ° ÑÐ¾ÑÑÐ¾Ð¸Ñ Ð¸Ð· Ð½ÐµÑÐºÐ¾Ð»ÑÐºÐ¸Ñ ÑÐ°ÑÑÐµÐ¹, ÐºÐ°Ð¶Ð´Ð°Ñ Ð¸Ð· ÐºÐ¾ÑÐ¾ÑÑÑ ÑÐµÑÐ°ÐµÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð½ÑÐµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. Ð Ð°ÑÑÐµÑ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿Ð¾ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐµ, Ð¿Ð¾Ð´ÑÐ¾Ð±Ð½Ð¾ Ð¾Ð¿Ð¸ÑÐ°Ð½Ð½Ð¾Ð¹ Ð² Ð¡Ð 266.1325800.2016 - ÐÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ. 2. ÐÑÐµÐ½ÐºÐ° Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¿Ð¾Ð´ÑÐ²ÐµÑÐ¶Ð´ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ð¹ Ð² ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ ÑÐ°ÑÑÐµÑÐ½ÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ°Ñ. 3. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð° ÑÐ°ÑÑÐ¾Ð´ÑÐµÐ¼ÑÑ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð² Ð´Ð»Ñ Ð´Ð²ÑÑ Ð²Ð¸Ð´Ð¾Ð² Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. 4. ÐÑÐ¾Ð³Ð¾Ð²ÑÐµ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð² ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ð¼ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð¼ Ð·Ð´Ð°Ð½Ð¸Ð¸ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ ÑÐ´ÐµÐ»Ð°Ð½Ñ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ Ð¾ÑÐ¾Ð±ÐµÐ½Ð½Ð¾ÑÑÑÑ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¾ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð² Ð´Ð»Ñ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÐºÐ¾Ð½ÐºÑÐµÑÐ½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð´Ð»Ñ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÐ¾Ð»ÑÑÐµÐ½Ð½ÑÐµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð¿Ð¾Ð´ÑÐ²ÐµÑÐ´Ð¸Ð»Ð¸ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð° Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¿ÑÐ¸ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ð¸ Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ñ Ð·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½ÑÐ¼Ð¸ Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½ÑÐ¼Ð¸ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°Ð¼Ð¸.
description: Theme of final qualification work: "30-storey apart-hotel with rigid reinforcement of rectangular cross section in the ceilings." This work contains a complete calculation of steel-reinforced concrete flooring over metal beams of a composite section of channels. Also, the opposition of the economic rationality of the use of the floor in question and the already developed monolithic beamless floor made of reinforced concrete is given. The work consists of several parts, each of which solves certain problems: 1. Calculation of steel-reinforced concrete flooring according to the method described in detail in SP 266.1325800.2016 - Steel-reinforced concrete structures. 2. Assessment of the possibility of confirming the obtained values in specialized settlement complexes. 3. A comparative analysis of the amount of consumables for the two types of overlap. 4. Final conclusions about the possibility of using the floor in a unique high-rise building of the designed apart-hotel. As a result of the work, conclusions were drawn about the design features, as well as about the cost of materials for the construction of a concrete floor for a high-rise building. The obtained values confirmed the advantages of using steel-reinforced concrete structures in the construction of high-rise buildings with significant vertical loads.