title: ÐÐµÑÐ°Ð¼Ð¾Ñ Ð¾Ð´Ð½Ð°Ñ ÑÐ°Ð¼Ð¾Ð¿Ð¾Ð´ÑÐµÐ¼Ð½Ð°Ñ Ð¿Ð»Ð°Ð²ÑÑÐ°Ñ Ð¿Ð»Ð¾ÑÐ°Ð´ÐºÐ° Ð´Ð»Ñ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ½ÑÑ Ð¸Ð·ÑÑÐºÐ°Ð½Ð¸Ð¹
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: Non-self-propelled self-elevating floating platform for engineering surveys
Creators: name: ÐÐ°Ð»ÐºÐ¸Ð½Ð°, ÐÐ°ÑÑÑ
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: ÑÐ°Ð¼Ð¾Ð¿Ð¾Ð´ÑÐµÐ¼Ð½Ð°Ñ Ð±ÑÑÐ¾Ð²Ð°Ñ Ð¿Ð»Ð°ÑÑÐ¾ÑÐ¼Ð°
ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ
Ð¾Ð¿ÑÐ¾ÐºÐ¸Ð´ÑÐ²Ð°Ð½Ð¸Ðµ
ÑÐ´Ð²Ð¸Ð³
ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ¸ÑÐ¾Ð²ÐºÐ° Ð¡ÐÐÐÐ£
ÑÐµÐ»ÑÑ
Ð¾ÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ
Ð²Ð¾Ð´Ð¾Ð¸Ð·Ð¼ÐµÑÐµÐ½Ð¸Ðµ
ÐºÑÐµÐ½
Ð´Ð¸ÑÑÐµÑÐµÐ½Ñ
Ð²Ð¾ÑÑÑÐ°Ð½Ð°Ð²Ð»Ð¸Ð²Ð°ÑÑÐ¸Ð¹ Ð¼Ð¾Ð¼ÐµÐ½Ñ
Ð´Ð¸Ð°Ð³ÑÐ°Ð¼Ð¼Ð° ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¾Ð¹ Ð¾ÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸
self-elevating drilling platform
stability
overturning
shear
SPBPU transportation
shelf
sustainability
displacement
roll
trim
restoring moment
static stability diagram

description: Ð¦ÐµÐ»ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ Ð°Ð½Ð°Ð»Ð¸Ð· ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÑÐ»ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð°ÑÑÐ¾ÑÐ¼Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¾ÑÐµÐ½ÐºÐ° ÐµÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð¸ Ð¾ÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ ÑÐµÑÐ¸ÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: â¢ ÐÐ·ÑÑÐ¸ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ ÑÐ°Ð¼Ð¾Ð¿Ð¾Ð´ÑÐµÐ¼Ð½Ð¾Ð¹ Ð¿Ð»Ð°Ð²ÑÑÐµÐ¹ Ð¿Ð»Ð¾ÑÐ°Ð´ÐºÐ¸ Ð¸ ÐµÑ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ ÑÐ»ÐµÐ¼ÐµÐ½ÑÑ. â¢ Ð Ð°ÑÑÑÐ¸ÑÐ°ÑÑ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ðµ Ð½Ð° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ Ð¸ÑÑÐ¾Ð´Ð½ÑÑ Ð´Ð°Ð½Ð½ÑÑ. â¢ ÐÑÐµÐ½Ð¸ÑÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ Ð¿Ð»Ð°ÑÑÐ¾ÑÐ¼Ñ Ð½Ð° Ð¾Ð¿ÑÐ¾ÐºÐ¸Ð´ÑÐ²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ´Ð²Ð¸Ð³. â¢ ÐÐ¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ Ð¾Ð±ÑÑÐ¼ Ð±Ð°Ð»Ð»Ð°ÑÑÐ° Ð¿ÑÐ¸ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÐ¸. â¢ ÐÑÐµÐ½Ð¸ÑÑ Ð½Ð°ÑÐ°Ð»ÑÐ½ÑÑ Ð¾ÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ. â¢ Ð Ð°ÑÑÑÐ¸ÑÐ°ÑÑ Ð±ÑÐºÑÐ¸ÑÐ¾Ð²Ð¾ÑÐ½Ð¾Ðµ ÑÐ¾Ð¿ÑÐ¾ÑÐ¸Ð²Ð»ÐµÐ½Ð¸Ðµ Ð¿Ð»Ð°ÑÑÐ¾ÑÐ¼Ñ Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾Ðµ ÑÑÐ³Ð¾Ð²Ð¾Ðµ ÑÑÐ¸Ð»Ð¸Ðµ Ð½Ð° Ð³Ð°ÐºÐµ Ð±ÑÐºÑÐ¸ÑÐ° Ð´Ð»Ñ ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ¸ÑÐ¾Ð²ÐºÐ¸ Ð¿Ð»Ð°ÑÑÐ¾ÑÐ¼Ñ Ð½Ð° Ð¼ÐµÑÑÐ¾ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸. â¢ ÐÑÐµÐ½Ð¸ÑÑ Ð¾ÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð¿ÑÐ¸ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¸ Ð½Ð° Ð½ÐµÑ Ð²Ð½ÐµÑÐ½Ð¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. Ð¡ Ð¿Ð¾Ð¼Ð¾ÑÑÑ ÑÐµÐ¾ÑÐµÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² Ð¸Ð·ÑÑÐµÐ½Ð¸Ñ: ÑÐ¸Ð½ÑÐµÐ·Ð°, Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð¸ Ð¾Ð±Ð¾Ð±ÑÐµÐ½Ð¸Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð² Ð´Ð°Ð½Ð½Ð¾Ð¹ Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÑÐºÐ¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¸Ð·ÑÑÐ°Ð»Ð¸ÑÑ ÑÐ²Ð¾Ð¹ÑÑÐ²Ð° Ð¸ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÑÐ°Ð¼Ð¾Ð¿Ð¾Ð´ÑÐµÐ¼Ð½Ð¾Ð¹ Ð±ÑÑÐ¾Ð²Ð¾Ð¹ ÑÑÑÐ°Ð½Ð¾Ð²ÐºÐ¸ Ð¿ÑÐ¸ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¸ Ð½Ð° Ð½ÐµÐµ Ð²Ð½ÐµÑÐ½Ð¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº.
description: The purpose of the study is to analyze the design of the mobile modular platform, as well as the assessment of its stability and stability. In order to achieve the objective, the following tasks need to be accomplished: - To study the design of the self-elevating floating platform and its main ele-ments. - Calculate the loads acting on the structure on the basis of the initial data. - Evaluate the stability of the platform on overturning and shear. - Determine the volume of ballast, if necessary. - Estimate the initial stability of the structure. - Calculate the towing resistance of the platform and determine the required pulling force on the tug nut to transport the platform to the place of operation. - Estimate the stability of the structure under the influence of external loads. With the help of theoretical methods of study: synthesis, analysis and generali-zation of research results in this bachelors work studied the properties and behavior of self-elevating drilling rig under the influence of external loads on it.