title: ÐÐ½Ð°Ð»Ð¸Ð· ÑÐ°Ð±Ð¾ÑÑ ÑÐ·Ð»Ð° ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÑÑÐ±Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ñ Ð±Ð°Ð»Ð¾ÑÐ½ÑÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÐµÐ¼
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: Analysis of the operation of the junction of a pipe-concrete column with a beam ceiling
Creators: name: ÐÑÐµÐ½ÐºÐ¾, 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: 2022
Subjects: ÐÐ¾Ð»Ð¾Ð½Ð½Ñ ÑÑÐ°Ð»ÑÐ½ÑÐµ
ÐÐ¾Ð»Ð¾Ð½Ð½Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ
ÑÐ·ÐµÐ»
Ð±Ð°Ð»ÐºÐ°
ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ðµ
ÑÑÑÐ±Ð¾Ð±ÐµÑÐ¾Ð½
knot
beam
joint
pipe concrete

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ½Ð°Ð»Ð¸Ð· ÑÐ°Ð±Ð¾ÑÑ ÑÐ·Ð»Ð° ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÑÑÐ±Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ñ Ð±Ð°Ð»Ð¾ÑÐ½ÑÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÐµÐ¼Â». Ð Ð°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ ÑÑÑÐ±Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ñ Ð±Ð°Ð»Ð¾ÑÐ½ÑÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÐµÐ¼ Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ°. ÐÐ°Ð´Ð°ÑÐ¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. ÐÑÐ²ÐµÑÐ¸ÑÑ ÑÐµÐ¼Ñ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹; 2. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ Ð¸ Ð²ÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ ÑÐ°ÑÑÐµÑ Ð¶ÐµÑÑÐºÐ¾Ð³Ð¾ Ð¸ ÑÐ°ÑÐ½Ð¸ÑÐ½Ð¾Ð³Ð¾ ÑÐ·Ð»Ð° ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÑÑÐ±Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ ÑÐ¾ ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð±Ð°Ð»ÐºÐ¾Ð¹ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ°Ñ. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÑ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ; 3. Ð¡Ð´ÐµÐ»Ð°ÑÑ Ð¾ÑÐµÐ½ÐºÑ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ ÑÐ·Ð»Ð¾Ð². Ð¡ÑÐ°Ð²Ð½Ð¸ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¸ Ð´Ð°ÑÑ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ñ Ð¿Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐ°Ð±Ð¾ÑÑ ÑÐ·Ð»Ð° ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÑÑÐ±Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð´Ð¸Ð°Ð¼ÐµÑÑÐ¾Ð¼ 530 Ð¼Ð¼ Ð¸ Ð±Ð°Ð»ÐºÐ¸ 30 Ð1.Â ÐÑÐ»Ð¸ Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐµ Ð²Ð°ÑÐ¸Ð°Ð½ÑÑ Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ. Ð Ð°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐµ Ð²Ð°ÑÐ¸Ð°ÑÐ¸Ð¸ Ð¶ÐµÑÑÐºÐ¾Ð³Ð¾ Ð¸ ÑÐ°ÑÐ½Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ. Ð Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ðµ TEKLA Structures Ð±ÑÐ»Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÐ·Ð»Ñ ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð¸ ÑÐºÑÐ¿Ð¾ÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ðµ IDEA Statica. Ð IDEA Statica Ð±ÑÐ» Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÐ°ÑÑÐµÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½ÑÑ ÑÐ·Ð»Ð¾Ð². ÐÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐµÑÐ½Ð¸ÐºÐ¾-ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¹ Ð°Ð½Ð°Ð»Ð¸Ð·. ÐÐ¾ Ð¸ÑÐ¾Ð³Ð°Ð¼ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð¸ ÑÐµÑÐ½Ð¸ÐºÐ¾-ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð±ÑÐ» Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÐ¹ Ð²Ð°ÑÐ¸Ð°Ð½Ñ Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ ÑÐ·Ð»Ð° Ð¸Ð· ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½ÑÑ.
description: The theme of the final qualification work: "Analysis of the operation of the junction of a pipe-concrete column with a beam ceiling". The work is devoted to the study of existing options for fixing a pipe-concrete column with a beam ceiling and determining the optimal option. Research objectives: 1. To highlight the topic of steel-reinforced concrete structures; 2. Develop and perform the calculation of a rigid and hinged junction of a pipe-concrete column with a steel beam in software systems. Compare the results obtained; 3. Make an assessment of the effectiveness of nodes. Compare results and make design recommendations. In the course of the work, an analysis was made of the operation of the junction of a pipe-concrete column with a diameter of 530 mm and a beam 30 B1. Various fixing options have been proposed. Various variations of rigid and hinged fastening are considered. Mates were developed in TEKLA Structures and exported in IDEA Statica. In IDEA Statica, the calculation of the developed nodes was performed. Produced feasibility study. Based on the results of calculations and a feasibility study, the optimal option for fixing the assembly from the developed ones was determined.