title: ÐÐ±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð°ÑÐ¼Ð°ÑÑÑÑ Ñ Ð²ÑÑÐ°Ð¶ÐµÐ½Ð½ÑÐ¼Ð¸ ÑÐ»ÑÐ¿ÐºÐ°Ð¼Ð¸ Ð² Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ
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: Substantiation of the load-bearing capacity of reinforcement with pronounced caps in monolithic construction
Creators: name: ÐÐ½ÑÐ·ÐµÐ²Ð°, ÐÐ½Ð½Ð°
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: 2024
Subjects: ÐÑÐ¼Ð°ÑÑÑÐ°
Ð¡ÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð¿ÑÐ¾Ð´Ð°Ð²Ð»Ð¸Ð²Ð°Ð½Ð¸Ðµ
ÑÐ²Ð°ÑÐ½ÑÐµ ÐºÐ°ÑÐºÐ°ÑÑ
Ñ Ð¾Ð¼ÑÑ
punching
welded frames
stirrups

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð°ÑÐ¼Ð°ÑÑÑÑ Ñ Ð²ÑÑÐ°Ð¶ÐµÐ½Ð½ÑÐ¼Ð¸ ÑÐ»ÑÐ¿ÐºÐ°Ð¼Ð¸, Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ ÐµÐµ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ½ÑÑ ÑÐ²Ð¾Ð¹ÑÑÐ² Ð¸ ÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¹ Ð¿Ð¾ ÐµÐµ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ. 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ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð½Ð°ÑÑÐ½ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ð¸ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¾Ð¿ÑÑÐ° Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð¿ÑÐ¾ÑÐ¸Ð² Ð¿ÑÐ¾Ð´Ð°Ð²Ð»Ð¸Ð²Ð°Ð½Ð¸Ñ. 2. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð², Ð²Ð»Ð¸ÑÑÑÐ¸Ñ Ð½Ð° Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ ÑÐ·Ð»Ð° Ð½Ð° Ð¿ÑÐ¾Ð´Ð°Ð²Ð»Ð¸Ð²Ð°Ð½Ð¸Ðµ 3. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ½ÑÑ ÑÐ²Ð¾Ð¹ÑÑÐ² Ð°ÑÐ¼Ð°ÑÑÑÑ Ñ Ð²ÑÑÐ°Ð¶ÐµÐ½Ð½ÑÐ¼Ð¸ ÑÐ»ÑÐ¿ÐºÐ°Ð¼Ð¸. 4. Ð¤Ð¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¹ Ð¿Ð¾ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð½Ð¾Ð²Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð° Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. 5. ÐÑÐµÐ½ÐºÐ° ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð°ÑÐ¼Ð°ÑÑÑÑ Ñ Ð²ÑÑÐ°Ð¶ÐµÐ½Ð½ÑÐ¼Ð¸ ÑÐ»ÑÐ¿ÐºÐ°Ð¼Ð¸. Ð Ð°Ð±Ð¾ÑÐ° Ð²ÐµÐ»Ð°ÑÑ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾ Ñ ÑÐ¾ÑÑÑÐ´Ð½Ð¸ÐºÐ°Ð¼Ð¸ Ð²ÑÐ¾ÑÐ¾Ð¹ Ð»Ð°Ð±Ð¾ÑÐ°ÑÐ¾ÑÐ¸Ð¸ Â«ÐÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¸ ÐºÐ¾Ð½ÑÑÐ¾Ð»Ñ ÐºÐ°ÑÐµÑÑÐ²Ð°Â» ÐÐÐÐÐ Ð¸Ð¼. Ð. Ð. ÐÐ²Ð¾Ð·Ð´ÐµÐ²Ð°. ÐÑÐ»Ð° Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð° ÑÐµÑÐ¸Ñ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ Ð¾Ð±ÑÐ°Ð·ÑÐ¾Ð² Ð¿Ð»Ð¸Ñ Ð½Ð° Ð¿ÑÐ¾Ð´Ð°Ð²Ð»Ð¸Ð²Ð°Ð½Ð¸Ðµ Ñ ÑÐµÐ»ÑÑ Ð¾ÑÐµÐ½ÐºÐ¸ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð½Ð¾Ð²Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð° Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð° Ð´Ð¾ÐºÐ°Ð·Ð°Ð½Ð° Ð²ÑÑÐ¾ÐºÐ°Ñ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð°ÑÐ¼Ð°ÑÑÑÑ Ñ Ð²ÑÑÐ°Ð¶ÐµÐ½Ð½ÑÐ¼Ð¸ ÑÐ»ÑÐ¿ÐºÐ°Ð¼Ð¸ Ñ ÑÐ¾ÑÐºÐ¸ Ð·ÑÐµÐ½Ð¸Ñ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸, ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐ½Ð¾ÑÑÐ¸ Ð¼Ð¾Ð½ÑÐ°Ð¶Ð°, ÐºÐ°ÑÐµÑÑÐ²Ð° Ð¸Ð·Ð´ÐµÐ»Ð¸Ñ Ð¸ ÑÐ°ÑÑÐ¾Ð´Ð° ÑÑÐ°Ð»Ð¸.
description: This work is devoted to the study of reinforcement with planted caps, the substantiation of its strength properties and the formation of recommendations for its use. The research set the following goals: 1. Conducting an analysis of scientific research and practical experience in the use of reinforcement against punching. 2. Analysis of parameters affecting the load-bearing capacity of the unit for punching 3. Conducting an experimental substantiation of the strength properties of reinforcement with planted caps. 4. Formation of recommendations for the use of a new type of reinforcement. 5. Evaluation of the effectiveness of using reinforcement with planted caps. The work was carried out jointly with employees of the second laboratory âReinforced concrete structures and quality controlâ of the Research Institute Of Concrete And Reinforced Concrete (NIIZHB) named after A. A. Gvozdeva. A series of punching tests on slab samples was carried out to evaluate the load-bearing capacity of a new type of reinforcement. As a result of the work, the high efficiency of using reinforcement with planted caps was proven in terms of load-bearing capacity, installation manufacturability, product quality and steel consumption.