title: ÐÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ Ð»ÑÐ¶Ð½Ð¾Ð³Ð¾ ÑÑÐ°Ð¼Ð¿Ð»Ð¸Ð½Ð° K-60 Ð² Ð³. ÐÑÐ°ÑÐ½Ð¾ÑÑÑÐºÐµ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: Constructive solutions for ski jump K-60 in Krasnoyarsk
Creators: name: ÐÐµÑÑÑÐ¾Ð²Ð°, ÐÐ¾Ð»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: 2021
Subjects: Ð»ÑÐ¶Ð½ÑÐ¹ ÑÑÐ°Ð¼Ð¿Ð»Ð¸Ð½
ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð»ÑÐ¶Ð½Ð¾Ð³Ð¾ ÑÑÐ°Ð¼Ð¿Ð»Ð¸Ð½Ð°
Ð³Ð¾ÑÐ° ÑÐ°Ð·Ð³Ð¾Ð½Ð°
Ð³Ð¾ÑÐ° Ð¿ÑÐ¸Ð·ÐµÐ¼Ð»ÐµÐ½Ð¸Ñ
Ð¿ÐµÑÐµÐºÑÐµÑÑÐ½Ð¾-ÑÑÐµÑÐ¶Ð½ÐµÐ²Ð°Ñ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ
ÑÐ·Ð»Ð¾Ð²ÑÐµ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ñ
ski jump
ski jump structures
in-run mountain
landing mountain
cross-bar spatial structure
nodal connections

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð²ÑÑÐ°Ð±Ð¾ÑÐºÐµ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð² Ð¾ÑÐµÐ½ÐºÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð»ÑÐ¶Ð½ÑÑ ÑÑÐ°Ð¼Ð¿Ð»Ð¸Ð½Ð¾Ð² Ð¸ Ð²ÑÐ±Ð¾ÑÑ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÑÐ¼ÐºÐ¾ÑÑÐ¸ Ð´Ð»Ñ Ð»ÑÐ¶Ð½Ð¾Ð³Ð¾ ÑÑÐ°Ð¼Ð¿Ð»Ð¸Ð½Ð° Ð-60 Ð² Ð³. ÐÑÐ°ÑÐ½Ð¾ÑÑÑÐºÐµ. Ð Ð¼ÐµÑÐ¾Ð´Ð°Ð¼ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¾ÑÐ½Ð¾ÑÐ¸ÑÑÑ Ð¸Ð·ÑÑÐµÐ½Ð¸Ðµ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¾Ð² Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¸, Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ°ÑÑÐµÑ. ÐÑÑÐ¾Ð´Ð½ÑÐ¼Ð¸ Ð´Ð°Ð½Ð½ÑÐ¼ Ð´Ð»Ñ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¿Ð¾ÑÐ»ÑÐ¶Ð¸Ð»Ð° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð°Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ, Ð¿ÑÐµÐ´Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð°Ñ ÐºÐ¾Ð¼Ð¿Ð°Ð½Ð¸ÐµÐ¹ ÐÐÐ Â«ÐÑÑÐ¸ÑÐµÐºÑÑÑÐ½Ð°Ñ Ð¼Ð°ÑÑÐµÑÑÐºÐ°Ñ ÐÐµÑÑÑÐ¾Ð²Ð°Â», Ð³. ÐÐºÐ°ÑÐµÑÐ¸Ð½Ð±ÑÑÐ³. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¸Ð¹ Ð¾Ð¿ÑÑ, ÑÐ²ÑÐ·Ð°Ð½Ð½ÑÐ¹ Ñ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾Ð¼ ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÑ Ð»ÑÐ¶Ð½ÑÑ ÑÑÐ°Ð¼Ð¿Ð»Ð¸Ð½Ð¾Ð², Ð¿Ð¾ÑÑÐ¾Ð¼Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÐÐÐ  Ð¼Ð¾Ð³ÑÑ Ð±ÑÑÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð»ÑÐ¶Ð½ÑÑ ÑÑÐ°Ð¼Ð¿Ð»Ð¸Ð½Ð¾Ð². Ð ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ: 1. Ð¡ÑÐ¾ÑÐ¼ÑÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ñ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Ð¾ÑÐµÐ½ÐºÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð»ÑÐ¶Ð½ÑÑ ÑÑÐ°Ð¼Ð¿Ð»Ð¸Ð½Ð¾Ð²; 2. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ 5 ÐºÐ¾Ð½ÐµÑÐ½Ð¾-ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ Ð² ÐÐ ÐÐÐ Ð-Ð¡ÐÐÐ  ÑÑÐ°ÑÑÐ¾Ð²Ð¾Ð³Ð¾ ÑÑÐ°ÑÑÐºÐ° Ð³Ð¾ÑÑ ÑÐ°Ð·Ð³Ð¾Ð½Ð° Ð¿ÑÐ¾Ð»ÑÑÐ¾Ð¼ 21 Ð¼ Ñ ÑÐ°Ð·Ð½ÑÐ¼Ð¸ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¼Ð¸ ÑÑÐµÐ¼Ð°Ð¼Ð¸ Ð¿ÑÐ¾Ð»ÑÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾ÐµÐ½Ð¸Ñ; 3. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½ Ð²ÑÐ±Ð¾ÑÐ¾ÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ·Ð»Ð¾Ð²ÑÑ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ð¹ Ð´Ð²ÑÑ ÑÑÐµÐ¼: Ñ ÑÐµÑÐ¼Ð°Ð¼Ð¸ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 3Ð¼ Ð¸ Ð¿ÐµÑÐµÐºÑÐµÑÑÐ½Ð¾-ÑÑÐµÑÐ¶Ð½ÐµÐ²Ð¾Ð¹ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ñ Ð¼Ð¾Ð´ÑÐ»ÐµÐ¼ 1,5Ð¼. ÐÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ ÐÐ¡ÐÐ ÑÐ²Ð»ÑÐµÑÑÑ Ð² Ð´Ð°Ð½Ð½Ð¾Ð¼ ÑÐ»ÑÑÐ°Ðµ Ð¾Ð´Ð½Ð¸Ð¼ Ð¸Ð· Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ñ Ð½Ð°Ð¸Ð¼ÐµÐ½ÑÑÐµÐ¹ Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑÑ. 4. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½ Ð¾Ð±Ð·Ð¾Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÑÐµÐ¼ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¼Ð½Ð¾Ð³Ð¾ÑÐ»Ð¾Ð¹Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð³Ð¾ÑÑ Ð¿ÑÐ¸Ð·ÐµÐ¼Ð»ÐµÐ½Ð¸Ñ Ð»ÑÐ¶Ð½Ð¾Ð³Ð¾ ÑÑÐ°Ð¼Ð¿Ð»Ð¸Ð½Ð°, ÑÐ°ÑÑÐµÑ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ°.
description: This work is devoted to the development of parameters for evaluating the design solutions of ski jumps and the selection of the optimal design solution for material consumption for the K-60 ski jump in Krasnoyarsk. Research methods include the study and analysis of information sources, modeling and calculation. The initial data for the development of design solutions was the project documentation provided by the company "AMD", Yekaterinburg. The paper analyzes the practical experience associated with the design and construction of modern ski jumps, so the results can be used in the design of ski jumps. In the course of the study, the following results were obtained: 1. The parameters for evaluating the design solutions of ski jumps are formulated; 2. Five models were developed in the LIRA-CAD PC of the starting section of the in-run mountain with a span of 21 m with different static schemes of the superstructure; 3. Selective calculation and construction of nodal connections of two schemes was performed: with trusses with a height of 3m and a cross-rod spatial structure with a module of 1.5 m. The use of CRSS is in this case one of the optimal solutions with the lowest metal consumption. 4. An overview of the pies used for the construction of the ski jump landing mountain, calculation and construction of the optimal variant is performed.