title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¾ÑÐ³Ð°Ð½Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»Ñ Ð² Ð±ÐµÑÐ¾Ð½Ðµ
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: High-rise business center with organic aggregate in the concrete
Creators: name: ÐÐ¾Ð½ÐµÐ²Ð°, ÐÐ»ÐµÐºÑÐ°Ð½Ð´Ñ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: 2024
Subjects: Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐµ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ñ
Ð¾ÑÐ³Ð°Ð½Ð¸ÑÐµÑÐºÐ¸Ð¹ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»Ñ
ÑÐºÐ¾ÑÐ»ÑÐ¿Ð° ÐºÐ¾ÐºÐ¾ÑÐ°
Ð´Ð¾Ð»Ð³Ð¾Ð²ÐµÑÐ½Ð¾ÑÑÑ
ÑÑÐºÐ¾ÑÐµÐ½Ð½Ð¾Ðµ ÑÑÐ°ÑÐµÐ½Ð¸Ðµ
high-rise building
business center
building materials
organic aggregate
coconut shell
durability
accelerated aging

description: Ð Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð¼ Ð¿ÑÐ¾ÐµÐºÑÐµ Ð±ÑÐ»Ð¾ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¾ 26-ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 114,2 Ð¼ÐµÑÑÐ°, Ñ Ð´Ð²ÑÑÑÑÐ¾Ð²Ð½ÐµÐ²Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹. Ð Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ Ð±ÑÐ»Ð° Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð° Ð¾ÑÐµÐ½ÐºÐ° Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÐ°ÑÑÐ¸ÑÐ½Ð¾Ð¹ Ð·Ð°Ð¼ÐµÐ½Ñ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÐµÐ¹ Ð² Ð±ÐµÑÐ¾Ð½Ðµ Ð½Ð° Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»Ñ Ð¸Ð· ÐºÐ¾ÐºÐ¾ÑÐ¾Ð²Ð¾Ð¹ ÑÐºÐ¾ÑÐ»ÑÐ¿Ñ. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ°ÐºÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸, ÐºÐ°Ðº: 1. Ð­ÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½Ð¾Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ²Ð¾Ð¹ÑÑÐ² Ð¾ÑÐ³Ð°Ð½Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»Ñ; 2. ÐÑÐµÐ½ÐºÐ° Ð´Ð¾Ð»Ð³Ð¾Ð²ÐµÑÐ½Ð¾ÑÑÐ¸ ÑÐµÐ¼ÐµÐ½ÑÐ½ÑÑ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ¾Ð² Ñ ÐºÑÑÐ¿Ð½ÑÐ¼ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÐµÐ¼ Ð¸Ð· ÐºÐ¾ÐºÐ¾ÑÐ¾Ð²Ð¾Ð¹ ÑÐºÐ¾ÑÐ»ÑÐ¿Ñ; 3. ÐÑÐµÐ½ÐºÐ° Ð´Ð¾Ð»Ð³Ð¾Ð²ÐµÑÐ½Ð¾ÑÑÐ¸ ÑÐµÐ¼ÐµÐ½ÑÐ½ÑÑ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ¾Ð² Ñ Ð¼ÐµÐ»ÐºÐ¸Ð¼ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÐµÐ¼ Ð¸Ð· ÐºÐ¾ÐºÐ¾ÑÐ¾Ð²Ð¾Ð¹ ÑÐºÐ¾ÑÐ»ÑÐ¿Ñ; 4. Ð­ÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½ÑÐµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ½ÑÑ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÐ¼ÑÑ ÑÐµÐ¼ÐµÐ½ÑÐ½ÑÑ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ¾Ð². Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¿ÑÐ¾Ð´ÐµÐ»Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ ÑÐ²Ð¾Ð¹ÑÑÐ²Ð° ÐºÐ¾ÐºÐ¾ÑÐ¾Ð²Ð¾Ð¹ ÑÐºÐ¾ÑÐ»ÑÐ¿Ñ, Ð² ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»Ñ Ð² Ð±ÐµÑÐ¾Ð½Ðµ. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð´Ð¾Ð»Ð³Ð¾Ð²ÐµÑÐ½Ð¾ÑÑÐ¸ ÑÐµÐ¼ÐµÐ½ÑÐ½ÑÑ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ¾Ð² Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ ÑÑÐºÐ¾ÑÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÑÐ°ÑÐµÐ½Ð¸Ñ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð»Ð¾, ÑÑÐ¾ ÑÐ°ÑÑÐ¸ÑÐ½Ð°Ñ Ð·Ð°Ð¼ÐµÐ½Ð° ÐºÑÑÐ¿Ð½Ð¾Ð³Ð¾ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»Ñ Ð² Ð±ÐµÑÐ¾Ð½Ðµ ÐºÐ¾ÐºÐ¾ÑÐ¾Ð²Ð¾Ð¹ ÑÐºÐ¾ÑÐ»ÑÐ¿Ð¾Ð¹ Ð½ÐµÐ²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð° Ð¸ Ð²ÑÐ·ÑÐ²Ð°ÐµÑ ÑÐ°Ð·ÑÑÑÐµÐ½Ð¸Ðµ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð°. ÐÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ¾Ð² Ñ Ð·Ð°Ð¼ÐµÐ½Ð¾Ð¹ Ð¼ÐµÐ»ÐºÐ¾Ð´Ð¸ÑÐ¿ÐµÑÑÐ½Ð¾Ð³Ð¾ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»Ñ ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²ÑÐµÑ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÐºÐ¾Ð½ÑÑÐ¾Ð»ÑÐ½ÑÑ Ð¾Ð±ÑÐ°Ð·ÑÐ¾Ð², Ñ ÑÐ¾ÑÑÐ°Ð½ÐµÐ½Ð¸ÐµÐ¼ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ½ÑÑ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð´ÐµÐ¼Ð¾Ð½ÑÑÑÐ¸ÑÑÐµÑ Ð¿Ð¾ÑÐµÐ½ÑÐ¸Ð°Ð» Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÐºÐ¾ÐºÐ¾ÑÐ¾Ð²Ð¾Ð¹ ÑÐºÐ¾ÑÐ»ÑÐ¿Ñ, Ð² ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð¼ÐµÐ»ÐºÐ¾Ð³Ð¾ Ð·Ð°Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»Ñ, Ð¿ÑÐ¸ Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´ÑÑÐ²Ðµ ÑÐºÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸ ÑÐ¸ÑÑÑÑ Ð±ÐµÑÐ¾Ð½Ð¾Ð², ÑÐ¿Ð¾ÑÐ¾Ð±ÑÑÐ²ÑÑ ÑÑÐ¸Ð»Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð¿Ð¾Ð±Ð¾ÑÐ½ÑÑ Ð¿ÑÐ¾Ð´ÑÐºÑÐ¾Ð² Ð¿ÐµÑÐµÑÐ°Ð±Ð¾ÑÐºÐ¸ ÐºÐ¾ÐºÐ¾ÑÐ¾Ð²ÑÑ Ð¾ÑÐµÑÐ¾Ð² Ð¸ ÑÐ»ÑÑÑÐµÐ½Ð¸Ñ ÐºÐ°ÑÐµÑÑÐ²Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð².
description: In the graduation project, a 26-storey business center building with a height of 114,2 meters was designed, with a two-level underground parking. In the research part, the impact of par-tially replacing aggregates in concrete with coconut shell aggregates was assessed. In the course of the work, such tasks as: 1. Experimental investigation of the properties of an organic aggregate; 2. Evaluation of the durability of cement composites with coarse coconut shell aggregate; 3. Evaluation of the durability of cement composites with fine coconut shell aggregate; 4. Experimental studies of the strength characteristics of the cement composites. As a result of the research, the properties of coconut shell as an aggregate in concrete were identified. A study on the durability of cement-based composites under conditions of accelerated ag-ing showed that partial replacement of coarse aggregate in concrete with coconut shell is not pos-sible and leads to material failure. The performance of composites with fine aggregate replace-ment corresponds to that of control samples, maintaining strength characteristics. The study demonstrates the potential of using coconut shells as a fine aggregate in the pro-duction of environmentally friendly concrete, contributing to the utilization of waste products from coconut processing and improving the quality of building materials.