title: Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð¼Ð¾ÑÑÐ° Ð½Ð° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÑÐ»Ð¸ÑÐµ Ð¾Ð±ÑÐµÐ³Ð¾ÑÐ¾Ð´ÑÐºÐ¾Ð³Ð¾ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ 3-Ð³Ð¾ ÐºÐ»Ð°ÑÑÐ° Ð² Ð³Ð¾ÑÐ¾Ð´Ðµ ÐÐ°Ð»Ð¸Ð½Ð¸Ð½Ð³ÑÐ°Ð´
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: Development of a project for a bridge on the main street of citywide importance of the 3rd class in the city of Kaliningrad
Creators: name: Ð¡Ð¾Ð·Ð¾Ð½ÑÐ¾Ð²Ð°, ÐÐ»ÐµÐºÑÐ°Ð½Ð´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±Ð°Ð»Ð¾ÑÐ½ÑÐ¹ Ð¼Ð¾ÑÑ
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¹ Ð¼Ð¾ÑÑ
Ð¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ðµ ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ
Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ½Ð¾Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
midas civil
ÑÐ°ÑÑÑÑ Ð¿Ð¾ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÐ¼ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸ÑÐ¼
Ð¿ÑÐ¾Ð¼ÐµÐ¶ÑÑÐ¾ÑÐ½Ð°Ñ Ð¾Ð¿Ð¾ÑÐ°
Ð±ÑÑÐ¾Ð½Ð°Ð±Ð¸Ð²Ð½ÑÐµ ÑÐ²Ð°Ð¸
beam bridge
reinforced bridge
butt system
superstructure
trial design
calculation of total limits
interior support
bored piles

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐµ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ð³Ð¾ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ° Ð½Ð° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÑÐ»Ð¸ÑÐµ Ð¾Ð±ÑÐµÐ³Ð¾ÑÐ¾Ð´ÑÐºÐ¾Ð³Ð¾ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ 3-Ð³Ð¾ ÐºÐ»Ð°ÑÑÐ° Ð² Ð³Ð¾ÑÐ¾Ð´Ðµ ÐÐ°Ð»Ð¸Ð½Ð¸Ð½Ð³ÑÐ°Ð´. Ð Ð¿ÑÐ¾ÑÐµÑÑÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸:
1. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿ÑÐ¸ÑÐ¾Ð´Ð½ÑÑ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº ÑÐ°Ð¹Ð¾Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. 
2. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÑÐ¸ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð¼Ð¾ÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÑÐ¾Ð´Ð°. 
3. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ ÑÐµÑÐ½Ð¸ÐºÐ¾-ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ðµ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð¸ Ð²ÑÐ±Ð¾Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð¼Ð¾ÑÑÐ°. 
4. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ°ÑÑÐµÑ Ð¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾ÐµÐ½Ð¸Ñ Ñ Ð´Ð°Ð»ÑÐ½ÐµÐ¹ÑÐµÐ¹ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ¾Ð¹ Ð¿Ð¾ I Ð¸ II Ð³ÑÑÐ¿Ð¿Ð°Ð¼ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹. 
5. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ°ÑÑÐµÑ Ð¿ÑÐ¾Ð¼ÐµÐ¶ÑÑÐ¾ÑÐ½Ð¾Ð¹ Ð¾Ð¿Ð¾ÑÑ Ð²ÑÐ±ÑÐ°Ð½Ð½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð¼Ð¾ÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÑÐ¾Ð´Ð°. 
6. Ð¡Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð° ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð±ÑÑÐ¾Ð½Ð°Ð±Ð¸Ð²Ð½ÑÑ ÑÐ²Ð°Ð¹ Ð±ÐµÑÐµÐ³Ð¾Ð²ÑÑ Ð¾Ð¿Ð¾Ñ Ð¼Ð¾ÑÑÐ°. 
7. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÐ°ÑÑÐµÑ ÑÐ¼ÐµÑÐ½Ð¾Ð¹ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°. 
8. ÐÑÐ¸Ð²ÐµÐ´ÐµÐ½Ñ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ Ð¿Ð¾ ÑÐµÑÐ½Ð¸ÐºÐµ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸, Ð¾ÑÑÐ°Ð½Ðµ ÑÑÑÐ´Ð° Ð¸ Ð¾ÑÑÐ°Ð½Ðµ Ð¾ÐºÑÑÐ¶Ð°ÑÑÐµÐ¹ ÑÑÐµÐ´Ñ.
description: The given work is devoted to the development of a project of a reinforced concrete beam bridge on the main street of citywide importance of the 3rd class in the city of Kaliningrad. In the course of the work, the following tasks were solved:
1. The natural characteristics of the design area are analyzed.
2. Three options for bridge crossing are developed.
3. Techno-economic comparison of the options is made, and the optimal version of the bridge is selected.
4. The span is designed and calculated according to I and II groups of limiting states.
5. The intermediate support of the chosen option of the bridge crossing is designed and calculated.
6. The technology for the construction of bored piles of the foundation of the bridge supports is compiled.
7. The calculation of the estimated cost of construction is completed.
8. Measures for safety, labor protection and environmental protection are given.