title: Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¿ÑÑÐµÐ¿ÑÐ¾Ð²Ð¾Ð´Ð° Ð² Ð³. Ð¢Ð¸Ð¼Ð°ÑÐµÐ²ÑÐº, ÐÑÐ°ÑÐ½Ð¾Ð´Ð°ÑÑÐºÐ¸Ð¹ ÐºÑÐ°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: The development of the project road overpass in the town of Timashevsk, Krasnodar region
Creators: name: ÐÐ°Ð´ÑÐ¾ÑÐ¸Ð¹, ÐÐ¸ÐºÐ¸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: 2020
Subjects: Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
Ð¿ÑÑÐµÐ¿ÑÐ¾Ð²Ð¾Ð´
Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¾Ð¹ Ð¼Ð¾ÑÑ
Ð¶ÐµÐ»ÐµÐ·Ð½Ð¾Ð´Ð¾ÑÐ¾Ð¶Ð½ÑÐµ Ð¿ÑÑÐ¸
midas civil
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ðµ Ð¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ðµ ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ
design
transport
city bridge
railways
reinforced concrete superstructure

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð°Ð²ÑÐ¾-Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¿ÑÑÐµÐ¿ÑÐ¾Ð²Ð¾Ð´Ð° Ð² Ð³. Ð¢Ð¸Ð¼Ð°ÑÐµÐ²ÑÐº, ÐÑÐ°ÑÐ½Ð¾Ð´Ð°ÑÑÐºÐ¸Ð¹ ÐºÑÐ°Ð¹Â».
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description: The topic of the final qualifying work: "Development of the project of an au-to-mobile overpass in Timashevsk, Krasnodar territory".
In this paper, a project is being developed for a road overpass at the inter-section of highway 03 OP RZ 03K-015 with railway tracks in the city of Ti-mashevsk.
Tasks set and solved during project development:
1. Analysis of the design area characteristics;
2. Development of competitive options for urban overpasses;
3. Selection of the optimal bridge structure, structural elements, calculation of the superstructure and intermediate support.
4. Composed of local estimates for certain types of work.
5.on the basis of a standard technological map, a technological map was de-veloped for the device of noise protection screens on the automobile path-wire.
The result of this work is a ready-made overpass project designed for stand-ard permanent and mobile loads from passing transport. Based on the calcula-tions, all elements of the bridge structure have successfully passed the strength test for 1 limit States. The overpass also meets the conditions of deflections 2 of the limit state, according to the SP.