title: ÐÐ¾Ð» Ð¸ Ð¿ÑÐ¸ÑÐ°Ð» Ð½Ð° ÐÐ°Ð»ÑÐ¸Ð¹ÑÐºÐ¾Ð¼ Ð¼Ð¾ÑÐµ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ ÐÑÐ¸Ð¼Ð¾ÑÑÐºÐ°
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: Pier and berth on the Baltic Sea in the Primorsk region
Creators: name: ÐÐ°ÑÐ²ÐµÐµÐ², ÐÐ°Ð½Ð¸Ð¸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: Ð¼Ð¾Ð»-Ð¿ÑÐ¸ÑÐ°Ð»
ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ
Ð¿ÑÐ¸ÑÐ°Ð»
ÐÐ°Ð»ÑÐ¸Ð¹ÑÐºÐ¾Ðµ Ð¼Ð¾ÑÐµ
Ð»ÐµÐ´Ð¾Ð²Ð°Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°
Ð¼Ð¾Ð»
pier-berth
stability
berth
Baltic Sea
ice load
pier

description: Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¼Ð¾Ð»Ð° Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»Ð°, Ð¸ÑÑÐ¾Ð´Ñ Ð¸Ð· Ð·Ð°Ð´Ð°Ð½Ð½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸Ð¹ Ð½Ð° ÑÐ¸ÑÑÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¼ ÑÑÐ°ÑÑÐºÐµ ÐÐ°Ð»ÑÐ¸Ð¹ÑÐºÐ¾Ð³Ð¾ Ð¼Ð¾ÑÑ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ ÐÑÐ¸Ð¼Ð¾ÑÑÐºÐ°. ÐÐ°Ð´Ð°ÑÐ¸ ÑÐ°Ð±Ð¾ÑÑ: 1. ÐÐ¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¾Ð´Ð¾Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð»Ñ Ð´Ð½Ð°; 2. Ð Ð°ÑÑÐµÑ Ð³Ð°Ð±Ð°ÑÐ¸ÑÐ¾Ð² Ð¼Ð¾Ð»Ð° Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»Ð° Ñ ÑÑÐµÑÐ¾Ð¼ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº; 3. Ð Ð°ÑÑÐµÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¾Ñ Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð»ÐµÐ´ÑÐ½Ð¾Ð³Ð¾ Ð¿Ð¾Ð»Ñ; 4. Ð Ð°ÑÑÐµÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° Ð¾Ð¿ÑÐ¾ÐºÐ¸Ð´ÑÐ²Ð°Ð½Ð¸Ðµ Ð¸ Ð¿Ð»Ð¾ÑÐºÐ¸Ð¹ ÑÐ´Ð²Ð¸Ð³; 5. Ð£ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸Ðµ Ð³Ð°Ð±Ð°ÑÐ¸ÑÐ¾Ð² ÑÑÐµÐ¼Ñ Ð¿ÑÐ¸ÑÐ°Ð»Ð°; 6. Ð¡Ð±Ð¾Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº, Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð½Ð° Ð¿ÑÐ¸ÑÐ°Ð»; 7. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð³Ð»ÑÐ±Ð¸Ð½Ñ Ð·Ð°Ð±Ð¸Ð²ÐºÐ¸ ÑÐ²Ð°Ð¹ Ð¸ ÑÐ¿ÑÐ½ÑÐ°. Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð¾ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð²ÑÐ±Ð¾ÑÐ° ÑÐ¸Ð¿Ð¾Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹, Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº, Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð½Ð° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ Ð¸ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° Ð¾Ð¿ÑÐ¾ÐºÐ¸Ð´ÑÐ²Ð°Ð½Ð¸Ðµ Ð¸ Ð¿Ð»Ð¾ÑÐºÐ¸Ð¹ ÑÐ´Ð²Ð¸Ð³ Ð¿Ð¾Ð´ Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ Ð´Ð°Ð½Ð½ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð¼ ÑÐ°Ð±Ð¾ÑÑ ÑÑÐ°Ð»Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¹ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐ¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸. ÐÑÐ»Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ ÑÐ°ÑÑÐµÑÐ½ÑÐµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð¿ÑÐ¸Ð»Ð°Ð³Ð°ÐµÐ¼ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº, Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ñ ÑÐ¿ÑÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¸ Ð¾Ð±ÑÐ°Ñ ÑÑÐµÐ¼Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¿ÑÐ¸ ÑÐ±Ð¾ÑÐµ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸: -Â  Autodesk AutoCAD; -Â  Microsoft Word; -Â  Microsoft Excel.
description: The purpose of the work is to design a pier and a berth based on the specified conditions in the situational site of the Baltic Sea in the Primorsk region. Work objectives: 1. Construction of a longitudinal profile of the bottom; 2. Calculation of the dimensions of the pier and berth, taking into account the loads; 3. Load from the action of the ice field; 4. Calculation of the stability of a structure for overturning and plane shear; 5. Establishment of the dimensional diagram of the structure; 6. Collection of loads acting on the berth; 7. Determination of the depth of driving piles and sheet piles. This paper provides a justification for the choice of types of structures, calculations of the loads acting on structures, and the stability of the structure under the influence of these loads. The result of the work was the development of design and constructive documentation. Calculated values of the applied loads, tipping and restoring moments were obtained, load diagrams and a general design scheme for collecting loads were constructed. To achieve these results, the following information technologies were used in the work: -Â  Â  Autodesk AutoCAD; -Â  Â  Microsoft Word; -Â  Â  Microsoft Excel.