title: ÐÐ¸Ð´ÑÐ¾Ð¸Ð·Ð¾Ð»ÑÑÐ¸Ñ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° ÑÐµÑÐºÐ²Ð¸ Ð¿Ð¾ÑÑÑÐ¾Ð¹ÐºÐ¸ XVIII Ð²ÐµÐºÐ° Ð¸ ÑÐ¼ÐµÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ
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: Waterproofing of the foundation of the church built in the XVIII century and the estimate calculation
Creators: name: ÐÐ°Ð·ÑÑÐµÐ½ÐºÐ¾, ÐÐ³Ð¾Ñ
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±ÑÑÐ¾Ð²ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ
ÐºÐ¸ÑÐ¿Ð¸ÑÐ½Ð°Ñ ÐºÐ»Ð°Ð´ÐºÐ°
Ð³Ð¸Ð´ÑÐ¾Ð¸Ð·Ð¾Ð»ÑÑÐ¸Ñ
ÑÑÐ¸Ð»ÐµÐ½Ð¸Ðµ
ÑÐ¼ÐµÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ
rubble foundation
brickwork
waterproofing
reinforcement
estimate calculation

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ¸Ð´ÑÐ¾Ð¸Ð·Ð¾Ð»ÑÑÐ¸Ñ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° ÑÐµÑÐºÐ²Ð¸ Ð¿Ð¾ÑÑÑÐ¾Ð¹ÐºÐ¸ XVIII Ð²ÐµÐºÐ° Ð¸ ÑÐ¼ÐµÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑÂ». Ð Ð°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð²ÑÑÐ²Ð»ÐµÐ½Ð¸Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð² Ð³Ð¸Ð´ÑÐ¾Ð¸Ð·Ð¾Ð»ÑÑÐ¸Ð¸ Ð¸ ÑÑÐ¸Ð»ÐµÐ½Ð¸Ñ Ð±ÑÑÐ¾Ð²Ð¾Ð³Ð¾ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° ÑÐµÑÐºÐ²Ð¸ Ð¢ÑÐ¾Ð¸ÑÑ ÐÐ¸Ð²Ð¾Ð½Ð°ÑÐ°Ð»ÑÐ½Ð¾Ð¹.
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Ð¡Ð¼ÐµÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ Ð²ÑÐ¿Ð¾Ð»Ð½ÑÐ»ÑÑ Ð¿Ð¾ ÑÐµÑÑÐ¸ÑÐ¾ÑÐ¸Ð°Ð»ÑÐ½ÑÐ¼ ÐµÐ´Ð¸Ð½Ð¸ÑÐ½ÑÐ¼ ÑÐ°ÑÑÐµÐ½ÐºÐ°Ð¼ Ð½Ð° ÑÐµÐ¼Ð¾Ð½ÑÐ½Ð¾-ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐµ ÑÐ°Ð±Ð¾ÑÑ (Ð¢ÐÐ Ñ 81-04-2001) Ð¿Ð¾ ÐÐ¾Ð»Ð¾Ð³Ð¾Ð´ÑÐºÐ¾Ð¹ Ð¾Ð±Ð»Ð°ÑÑÐ¸ Ð¸ Ð¿Ð¾ ÑÐµÑÑÐ¸ÑÐ¾ÑÐ¸Ð°Ð»ÑÐ½ÑÐ¼ ÑÐ¼ÐµÑÐ½ÑÐ¼ ÑÐ°ÑÑÐµÐ½ÐºÐ°Ð¼ Ð½Ð° ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ Ð¼Ð°ÑÐ¸Ð½ Ð¸ Ð°Ð²ÑÐ¾ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ½ÑÑ ÑÑÐµÐ´ÑÑÐ² (Ð¢Ð¡Ð­Ð 81-01-2001).
description: The topic of the final qualifying work: "Waterproofing of the foundation of the church built in the XVIII century and the estimate calculation". The work is devoted to identifying the optimal methods of waterproofing and strengthening the rubble foundation of the Trinity church.
The research set the following goals:
1. Analysis of literature sources on possible methods of waterproofing rubble foundations;
2. Analysis of literature sources on possible methods of strengthening rubble foundations;
3. Analyze the properties, applications and application technologies of the most effective waterproofing materials for buildings and structures;
4. Conducting a study of the state of waterproofing protection of the foundation section on the basis of a full-scale survey of the structures of the Trinity church building;
5. Modeling of brickwork of the wall in laboratory conditions with the study of the effectiveness of cut-off injection waterproofing of the wall in order to reduce capillary suction of rubble masonry foundation;
6. Develop technical recommendations for the device of waterproofing protection of stone structures of foundations;
7. Implementation of the estimated cost of work on strengthening and waterproofing the foundation of the Trinity church.
Modeling and testing of brickwork was carried out in the laboratory of building materials of Peter the Great Polytechnic University. As a result of laboratory studies, it was proved that water absorption by brickwork is reduced, which will lead to a decrease in capillary suction by the rubble foundation of the church on a real object.
The estimated calculation was performed according to the territorial unit prices for repair and construction works in the Vologda region and according to the territorial estimated prices for the operation of construction vehicles and vehicles.