title: Ð ÐµÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð¾ÑÐ±Ð¾Ð¹Ð½Ð¾-ÑÐ²Ð°ÑÑÐ¾Ð²Ð½ÑÑ Ð¿Ð°Ð»Ð¾Ð² Ð½Ð° ÐÑÐ¸Ð±Ð°Ð»ÑÐ¸Ð¹ÑÐºÐ¾Ð¼ ÑÑÐ´Ð¾ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð¼ Ð·Ð°Ð²Ð¾Ð´Ðµ "Ð¯Ð½ÑÐ°ÑÑ"
title: Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ°Ñ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ñ
titleType: Subtitle
Creators: name: Ð¤Ð¸Ð»Ð¸ÑÑÐ¾Ð²Ð¸Ñ, ÐÐºÐ°ÑÐµÑÐ¸Ð½Ð°
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: 2016
Subjects: Ð¡ÑÐ´Ð¾ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐµ Ð·Ð°Ð²Ð¾Ð´Ñ
ÑÐµÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ
Ð¾ÑÐ±Ð¾Ð¹Ð½ÑÐµ Ð¿Ð°Ð»Ñ
ÑÐ²Ð°ÑÑÐ¾Ð²Ð½ÑÐµ Ð¿Ð°Ð»Ñ
reconstruction
breasting dolphins
mooring bollards

description: ÐÐ±ÑÐµÐºÑÐ¾Ð¼ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÑÑÑÑ Ð¾ÑÐ±Ð¾Ð¹Ð½Ð¾-ÑÐ²Ð°ÑÑÐ¾Ð²Ð½ÑÐµ Ð¿Ð°Ð»Ñ ÐÑÐ¸Ð±Ð°Ð»ÑÐ¸Ð¹ÑÐºÐ¾Ð³Ð¾ ÑÑÐ´Ð¾ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð·Ð°Ð²Ð¾Ð´Ð° Ð¯Ð½ÑÐ°ÑÑ Ð² Ð³. ÐÐ°Ð»Ð¸Ð½Ð¸Ð½Ð³ÑÐ°Ð´. ÐÐºÑÑÐ°Ð»ÑÐ½Ð¾ÑÑÑ ÑÐ°Ð±Ð¾ÑÑ. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° ÑÐµÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¾ÑÐ±Ð¾Ð¹Ð½Ð¾-ÑÐ²Ð°ÑÑÐ¾Ð²Ð½ÑÑ Ð¿Ð°Ð»Ð¾Ð² Ð²ÑÐ·Ð²Ð°Ð½Ð° Ð¿ÐµÑÑÐ¿ÐµÐºÑÐ¸Ð²Ð°Ð¼Ð¸ Ð¸Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ Ð½Ð¾Ð²ÑÑ ÑÑÐ´Ð¾Ð² Ð½Ð° Ð·Ð°Ð²Ð¾Ð´Ðµ Ð¯Ð½ÑÐ°ÑÑ. ÐÐ±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ðµ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸ Ð¿ÑÐ¾ÑÐµÑÑÐ¾Ð² ÑÑÑÐºÐ¾Ð²ÐºÐ¸, ÑÐ²Ð°ÑÑÐ¾Ð²ÐºÐ¸ Ð¸ ÑÑÐ¾ÑÐ¼Ð¾Ð²Ð¾Ð³Ð¾ Ð¾ÑÑÑÐ¾Ñ Ð¿Ð»Ð°Ð²Ð´Ð¾ÐºÐ° ÑÐ²Ð»ÑÐµÑÑÑ Ð°ÐºÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð·Ð°Ð´Ð°ÑÐµÐ¹ Ð¸Ð¼ÐµÑÑÐµÐ¹ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÑÑ Ð·Ð½Ð°ÑÐ¸Ð¼Ð¾ÑÑÑ. Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ - ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ðµ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð¾ÑÐ±Ð¾Ð¹Ð½Ð¾-ÑÐ²Ð°ÑÑÐ¾Ð²Ð½ÑÐ¼ Ð¿Ð°Ð»Ð°Ð¼ Ñ ÑÑÐµÑÐ¾Ð¼ Ð¾ÑÐ¾Ð±ÐµÐ½Ð½Ð¾ÑÑÐµÐ¹ ÑÐµÐºÐ¾Ð½ÑÑÑÑÐ¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ Ð¾Ð±ÑÐµÐºÑÐ°. ÐÑÐ½Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð´Ð»Ñ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÑÑÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¾Ð±ÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¸Ñ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ Ð´Ð²Ð° Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½ÑÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸: Ð¾ÑÐ±Ð¾Ð¹Ð½Ð¾-ÑÐ²Ð°ÑÑÐ¾Ð²Ð½ÑÐµ Ð¿Ð°Ð»Ñ Ð½Ð° ÑÐ²Ð°Ð¹Ð½Ð¾Ð¼ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð² Ð²Ð¸Ð´Ðµ ÑÐ¸Ð»Ð¸Ð½Ð´ÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÑÐµÐµÐº Ð¸Ð· Ð¿Ð»Ð¾ÑÐºÐ¾Ð³Ð¾ ÑÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¿ÑÐ½ÑÐ°. ÐÐ»Ñ ÐºÐ°Ð¶Ð´Ð¾Ð³Ð¾ Ð¸Ð· Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð½ÑÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ñ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÐµ ÑÐ°ÑÑÐµÑÑ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ð¼Ð¸ Ð½Ð¾ÑÐ¼Ð°Ð¼Ð¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, Ð² ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÐºÐ¾ÑÐ¾ÑÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ Ð³Ð°Ð±Ð°ÑÐ¸ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸, Ð¿Ð¾Ð´ÑÑÐ¸ÑÐ°Ð½Ñ Ð¾Ð±ÑÐµÐ¼Ñ ÑÐ°Ð±Ð¾Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ Ð»Ð¾ÐºÐ°Ð»ÑÐ½ÑÐ¹ ÑÐ¼ÐµÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð»Ð¸ÑÑ ÑÐ°ÑÑÐµÑÐ½ÑÐµ Ð¼ÐµÑÐ¾Ð´Ñ, Ð¸Ð·Ð»Ð¾Ð¶ÐµÐ½Ð½ÑÐµ Ð² ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ Ð½Ð¾ÑÐ¼Ð°Ñ Ð¿ÑÐ°Ð²Ð¸Ð»Ð°Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐµ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÑ "Ð¡ÐÐÐ  ÐÐ¸Ð´ÑÐ¾ÑÐµÑÐ½Ð¸ÐºÐ°", SCAD Office, ÐÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð° VESSELN.
description: The object of the study are fender-mooring bollards of the Baltic shipbuilding plant Yantar in Kaliningrad, Russia. The relevance of the work. Development of the reconstruction project demolition-mooring bollards caused by prospects of their use in the construction of new ships in the factory amber. Security processes of docking, mooring and storm-sludge of a floating dock is an actual problem of practical relevance. Purpose - to develop technical and design solutions for pneumatic-mooring bollards with the features of the reconstructed object. The Foundation of the work are the results of the inspection of their technical condition. To achieve this goal, we considered two possible designs: striker-mooring bollards on pile Foundation and design in the form of cylindrical cells in flat steel pile. For each of the proposed variants of the design were made the necessary calculations in accordance with current design standards, which identifies the main dimensions of construction, estimated volumes of works and performed a local estimate. We used the calculation methods set out in the construction standards rules, as well as software systems, "CAD in Hydraulic engineering, SCAD Office, the Program VESSELN.