title: ÐÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿ÑÐ¸ ÑÐ°ÑÐ½Ð¸ÑÐ½Ð¾Ð¼ Ð¸ Ð¶ÐµÑÑÐºÐ¾Ð¼ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ð¸ ÑÐ¾ ÑÑÐµÐ½Ð°Ð¼Ð¸
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: Reinforcement of the floor with a hinge and a hard connection to the walls
Creators: name: Ð¡ÑÐµÐ¿ÑÑÐ°, ÐÐµÑÐ°
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: Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
Ð°ÑÐ¼Ð°ÑÑÑÐ°
Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
ÑÐ°Ð±Ð¾ÑÐ¸Ðµ ÑÐ²Ñ Ð±ÐµÑÐ¾Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ
ÑÐ°ÑÑÐµÑÐ½Ð°Ñ ÑÑ ÐµÐ¼Ð°
Ð¶ÐµÑÑÐºÐ°Ñ Ð·Ð°Ð´ÐµÐ»ÐºÐ°
ÑÐ°ÑÐ½Ð¸Ñ
reinforced concrete
reinforcement
monolithic construction
working concrete seams
design diagram
hard termination
hinge

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿ÑÐ¸ ÑÐ°ÑÐ½Ð¸ÑÐ½Ð¾Ð¼ Ð¸ Ð¶ÐµÑÑÐºÐ¾Ð¼ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ð¸ ÑÐ¾ ÑÑÐµÐ½Ð°Ð¼Ð¸Â». Ð Ð°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° ÑÐ°ÑÐ½Ð¸ÑÐ½ÑÐ¼ Ð¸ Ð¶ÐµÑÑÐºÐ¸Ð¼ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸ÑÐ¼ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð¿Ð»Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ ÑÐ¾ Ð²Ð½ÐµÑÐ½Ð¸Ð¼Ð¸ Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐ¸Ð¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸ Ð¿ÑÐ¸ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ, ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÑÐµÐ±ÑÐµÐ¼Ð¾Ð³Ð¾ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ ÑÑÐ¸Ñ Ð´Ð²ÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð°Ñ Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ.
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1. ÐÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿ÑÐ¾Ð±Ð»ÐµÐ¼ ÑÐ°ÑÑÐ¾Ð¶Ð´ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾ÑÐ¸Ñ ÑÐ²Ð¾Ð² Ð±ÐµÑÐ¾Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ.
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4. ÐÑÐ¾Ð²ÐµÑÑÐ¸ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÑÐµÐ±ÑÐµÐ¼Ð¾Ð³Ð¾ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹. 
5. ÐÑÑÐ²Ð¸ÑÑ Ð½Ð°ÑÐºÐ¾Ð»ÑÐºÐ¾ ÑÑÐµÐ±ÑÐµÑÑÑ ÑÐ²ÐµÐ»Ð¸ÑÐ¸ÑÑ ÑÑÐµÐ±ÑÐµÐ¼ÑÑ Ð¿Ð¾ ÑÐ°ÑÑÐµÑÑ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð² Ð½Ð¸Ð¶Ð½ÐµÐ¹ Ð¼ÐµÐ¶Ð¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ð¹ Ð·Ð¾Ð½Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿ÑÐ¸ Ð¶ÐµÑÑÐºÐ¾Ð¼ Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ð¸ Ð¿Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ Ñ ÑÐ°ÑÐ½Ð¸ÑÐ½ÑÐ¼. 
Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð²ÑÑÐ²Ð»ÐµÐ½ Ð±Ð¾Ð»ÐµÐµ ÑÐ´Ð¾Ð±Ð½ÑÐ¹ Ð´Ð»Ñ Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ¾Ð²-ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¾ÑÐ¾Ð² Ð²ÑÐ±Ð¾Ñ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð¿Ð»Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ ÑÐ¾ ÑÑÐµÐ½Ð°Ð¼Ð¸ Ð¿ÑÐ¸ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ, ÑÑÐ¸ÑÑÐ²Ð°ÑÑÐ¸Ð¹ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ ÑÐ°ÑÑÐ¾Ð¶Ð´ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾ÑÐ¸Ñ ÑÐ²Ð¾Ð² Ð±ÐµÑÐ¾Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ Ð¸Ñ Ð½ÐµÐ¿ÑÐ°Ð²Ð¸Ð»ÑÐ½Ð¾Ð¼ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ð¸.
description: Theme of final qualification work: âReinforcement of floor slabs with articulated and rigid connection with wallsâ. The work is devoted to the hinged and rigid joints of reinforced concrete floor slabs with external enclosing structures in monolithic construction, comparing the results of the required reinforcement with these two methods of fixing.
Tasks that were solved during the study:
1. To analyze the problems of divergence of working joints of concreting in monolithic construction.
2. To identify approaches to reinforcing reinforced concrete floor slabs.
3. Perform the calculation of reinforced concrete floor slabs with a rigid and articulated connection with the walls.
4. Conduct a joint analysis of the results of the required reinforcement of monolithic reinforced concrete floors.
5. To reveal how much it is required to increase the required reinforcement in the calculation in the lower inter-span zone of overlap with rigid fastening compared to the articulated.
As a result of the work, a choice of connecting reinforced concrete floor slabs with walls during monolithic construction was revealed that was more convenient for structural engineers, taking into account the possibility of divergence of concrete working joints when they are improperly performed.