Ufa Rail Bridge: Difference between revisions

Coordinates: 54°43′06″N 55°54′28″E / 54.7182°N 55.9079°E / 54.7182; 55.9079
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Belelubsky, name used by himself. Steel was the new material
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|design=
|design=
|material= Steel, reinforced concrete, stone
|material= Steel, reinforced concrete, stone
|designer=[[Nikolai Belelyubsky]]
|designer=[[Nikolai Belelubsky]]
|length={{convert|655.5|m|ft|abbr=on}}
|length={{convert|655.5|m|ft|abbr=on}}
|spans=6х{{convert|109.25|m|ft|abbr=on}}
|spans=6х{{convert|109.25|m|ft|abbr=on}}
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Construction of the bridge began in 1886 and was completed in 1888. The bridge provided a crossing for trains over the river Belaya in the direction of Ufa, and made it possible to extend the [[Trans-Siberian Railway|Trans-Siberian line]] up to [[Chelyabinsk]] (1892).<ref>{{cite web| url=http://www.fink.com/papers/russia.html| first=Kevin| last=Fink| title=The Beginnings of Railways in Russia. History 155 - Russia to 1917. Prof. Davis| date=December 1991| website=Fink.com}}</ref><ref>{{cite web| url=http://eng.rzd.ru/statice/public/en?STRUCTURE_ID=30#1| website=Russian Railways| title=History of Russian Railways}}</ref>
Construction of the bridge began in 1886 and was completed in 1888. The bridge provided a crossing for trains over the river Belaya in the direction of Ufa, and made it possible to extend the [[Trans-Siberian Railway|Trans-Siberian line]] up to [[Chelyabinsk]] (1892).<ref>{{cite web| url=http://www.fink.com/papers/russia.html| first=Kevin| last=Fink| title=The Beginnings of Railways in Russia. History 155 - Russia to 1917. Prof. Davis| date=December 1991| website=Fink.com}}</ref><ref>{{cite web| url=http://eng.rzd.ru/statice/public/en?STRUCTURE_ID=30#1| website=Russian Railways| title=History of Russian Railways}}</ref>


The design was made by Prof. [[Nikolai Beleloubski]] under the specifications of 1884. Steelwork elements were fabricated at the famous Votkinsk ironworks (now the [[Votkinsk Machine Building Plant]]) in [[Udmurtia]], where starting from 1871 [[open hearth furnaces]] began to be widely used that made it possible to produce rails for the country's railroad network. The height above low water-mark was 17 metres (56 ft).
The design was made by Prof. [[Nikolai Belelubsky]] under the specifications of 1884. Steelwork elements were fabricated at the famous Votkinsk ironworks (now the [[Votkinsk Machine Building Plant]]) in [[Udmurtia]], where starting from 1871 [[open hearth furnaces]] began to be widely used that made it possible to produce rails for the country's railroad network. The height above low water-mark was 17 metres (56 ft).


The bridge's superstructure was composed of 6 spans, each of 109-meter (358 feet) bowstring arch through trusses with double lattice girders. This design involved the precise alignment of the top and bottom truss members (chords) and the members between the chords (web members) that were fabricated of [[cast iron]] - a very advanced material for its time. Beleloubski also proposed an innovative constructive solution called a “free carriageway” that uses hinges for connecting [[structural engineering#Beams|transverse floor-beams]] to [[Bottom chord#Design of members|bottom chords]] in a freely chosen angle. This design allowed to shorten the length of panels making the structural frames easier and reducing secondary stresses in trusses. The presence of vertical load-bearing members greatly simplified the design of cradles, base frames and structural connections used in trusses. Such a type of connecting method was considered to be groundbreaking in the days of Beleloubski. It received a gold medal at the Edinburg Exposition 1890 and later came to be known as the “Russian connecting method”.<ref>{{cite web| url=http://www.kykymber.ru/NS.pdf| title=Юрлов Н.165 лет со дня рождения Н.А.Белелюбского (1845–1922). Инженер, ученый, патриот // Наша школа. - №2(111). - 2010. - С.41.| archiveurl=https://web.archive.org/web/20111005083333/http://www.kykymber.ru/NS.pdf| archivedate=October 5, 2011| language=ru}}</ref>
The bridge's superstructure was composed of 6 spans, each of 109-meter (358 feet) bowstring arch through trusses with double lattice girders. This design involved the precise alignment of the top and bottom truss members (chords) and the members between the chords (web members) that were fabricated of [[steel]] - a very advanced material for its time. Belelubsky also proposed an innovative constructive solution called a “free carriageway” that uses hinges for connecting [[structural engineering#Beams|transverse floor-beams]] to [[Bottom chord#Design of members|bottom chords]] in a freely chosen angle. This design allowed to shorten the length of panels making the structural frames easier and reducing secondary stresses in trusses. The presence of vertical load-bearing members greatly simplified the design of cradles, base frames and structural connections used in trusses. Such a type of connecting method was considered to be groundbreaking in the days of Belelubsky. It received a gold medal at the Edinburg Exposition 1890 and later came to be known as the “Russian connecting method”.<ref>{{cite web| url=http://www.kykymber.ru/NS.pdf| title=Юрлов Н.165 лет со дня рождения Н.А.Белелюбского (1845–1922). Инженер, ученый, патриот // Наша школа. - №2(111). - 2010. - С.41.| archiveurl=https://web.archive.org/web/20111005083333/http://www.kykymber.ru/NS.pdf| archivedate=October 5, 2011| language=ru}}</ref>


The truss superstructure was set on large masonry piers made of local granite that were reinforced by starlings (cutwaters) pointing upstream to break up pieces of ice floating downstream during the annual spring thaw.
The truss superstructure was set on large masonry piers made of local granite that were reinforced by starlings (cutwaters) pointing upstream to break up pieces of ice floating downstream during the annual spring thaw.
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[[File:Ufa_river_rail_bridge.jpg|right|thumb|A photograph of the rail bridge across the Ufa river in the early 20th century|280 px]]
[[File:Ufa_river_rail_bridge.jpg|right|thumb|A photograph of the rail bridge across the Ufa river in the early 20th century|280 px]]
Its design and history were almost the same as the bridge over the Belaya River, but it was built two years later. It was also designed by Prof. Nikolai Beleloubski under the specifications of 1884, but it had only three spans, each 109 metres (358,432&nbsp;ft) long.
Its design and history were almost the same as the bridge over the Belaya River, but it was built two years later. It was also designed by Prof. Nikolai Belelubsky under the specifications of 1884, but it had only three spans, each 109 metres (358,432&nbsp;ft) long.


During the Civil War in 1919, the third left-bank span of the bridge was blown up by the Kolchak troops, and collapsed. In 1920, the destroyed truss was replaced with a new one designed by Prof. Proskouriakov under the specifications of 1907.
During the Civil War in 1919, the third left-bank span of the bridge was blown up by the Kolchak troops, and collapsed. In 1920, the destroyed truss was replaced with a new one designed by Prof. Proskouriakov under the specifications of 1907.
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==See also==
==See also==
* [[Nikolai Beleloubski]]
* [[Nikolai Belelubsky]]
* [[Lavr Proskuryakov]]
* [[Lavr Proskuryakov]]
* [[Trans-Siberian Railway]]
* [[Trans-Siberian Railway]]

Revision as of 05:18, 1 June 2022

Ufa Rail Bridge
Coordinates54°43′06″N 55°54′28″E / 54.7182°N 55.9079°E / 54.7182; 55.9079
CarriesOriginally single track it was later widened to double track.
CrossesBelaya river
LocaleUfa, Republic of Bashkortostan, Russia
Characteristics
MaterialSteel, reinforced concrete, stone
Total length655.5 m (2,151 ft)
No. of spans6х109.25 m (358.4 ft)
History
DesignerNikolai Belelubsky
Construction start1886
Construction end1888
OpenedSeptember 8, 1888
Location
Map

Ufa rail bridge across the Belaya River carries double tracked rail lines over the river Belaya. It is located in the city of Ufa, the Republic of Bashkortostan, Russia.[1]

Construction

Construction of the bridge began in 1886 and was completed in 1888. The bridge provided a crossing for trains over the river Belaya in the direction of Ufa, and made it possible to extend the Trans-Siberian line up to Chelyabinsk (1892).[2][3]

The design was made by Prof. Nikolai Belelubsky under the specifications of 1884. Steelwork elements were fabricated at the famous Votkinsk ironworks (now the Votkinsk Machine Building Plant) in Udmurtia, where starting from 1871 open hearth furnaces began to be widely used that made it possible to produce rails for the country's railroad network. The height above low water-mark was 17 metres (56 ft).

The bridge's superstructure was composed of 6 spans, each of 109-meter (358 feet) bowstring arch through trusses with double lattice girders. This design involved the precise alignment of the top and bottom truss members (chords) and the members between the chords (web members) that were fabricated of steel - a very advanced material for its time. Belelubsky also proposed an innovative constructive solution called a “free carriageway” that uses hinges for connecting transverse floor-beams to bottom chords in a freely chosen angle. This design allowed to shorten the length of panels making the structural frames easier and reducing secondary stresses in trusses. The presence of vertical load-bearing members greatly simplified the design of cradles, base frames and structural connections used in trusses. Such a type of connecting method was considered to be groundbreaking in the days of Belelubsky. It received a gold medal at the Edinburg Exposition 1890 and later came to be known as the “Russian connecting method”.[4]

The truss superstructure was set on large masonry piers made of local granite that were reinforced by starlings (cutwaters) pointing upstream to break up pieces of ice floating downstream during the annual spring thaw.

The official opening of the bridge to the public, September 8, 1888.

On 8 September 1888, the bridge was solemnly opened to traffic by admiral Konstantin Posyet, Minister of Railway Transport. A pedestrian path was opened on the bridge, for this purpose wooden sidewalks were made (subsequently the movement of pedestrians was forbidden).

A photograph of the bridge in the early 20th century

In June 1919, the battles of the Russian Civil War took place directly around the town of Ufa. In order to maintain control over the town at any cost, the retreating troops of Admiral Kolchak blew up the sixth (right-bank) span of the bridge. The blast was triggered by firing on carriages with explosives previously mounted in the span. One end of the truss fell into the river and strongly deformed. But this didn't help the Whites to achieve their goal, because the famous 25th Rifle Division of Chapaev captured the town on 9 June 1919.

Ufa rail bridge1919

After the retreat of Kolchak, the forward units of the Red Army moved on, while their rear units remained on the right bank near Ufa. Meanwhile, the bridge crossing was in urgent need of rehabilitation. Since there was no heavy construction equipment available, manual labor was only hope. It was decided to use scaffolding for putting the fallen truss back into place. Inch by inch, step by step, as if they brought heavy stones to the top of the Egyptian pyramids, but none of them seemed to care about Pharaonic times.

The restoration involved approximately 2,500 construction workers and railway engineers. Day by day, week after week, and the fallen truss did no longer towered so desperate over the river. The bridge was successfully restored in the same year through the temporary installation of the damaged truss, followed by a complete overhaul, during which it was replaced with a new span structure designed by Prof. Lavr Proskouriakov under the specifications of 1907. Proskouriakov had designed the largest rail bridges in Russian Empire over the Yenisey and Amur rivers.

Thanks to careful preparation, the workers replaced the damaged span with minimal traffic disruption - in just 11 hours. It took 7 hours for pushing the old span off the piers by using jack-ups, and it took 3 hours 45 minutes for putting the new truss into place. On October 10, 1919, Vladimir Lenin sent a congratulatory telegram to the bridge-building crew to express his appreciation for their hardwork.[5]

Renovation

There is an old data sheet on the bridge that has been preserved in the archives of the permanent way department in Ufa, which contains the following record made in 1928:

"...Trains with double-headed steam locomotives of the 0-10-0 type and gondola cars are not allowed to cross the bridge. For trains with a single-headed 0-10-0 locomotive, the maximum speed limit is 8 km (5 miles) per hour."[5]

In the 20th century, the bridge was strengthened and modified several times. So, in the period between 1937 and 1939, the truss superstructure was substantially strengthened with oversize removal and addition of reinforcing metal up to 4% of the weight of the trusses.

In the period 1949-1951, the bridge was rebuilt for double-track. The renovation was carried out by the bridge-building train Nº417. The bridge’s piers were widened on the upstream side by constructing ferroconcrete supports (pylons) on the foundations of the former cutwaters that were no longer relevant, and on them a new superstructure was erected consisting of unified trusses designed by Proektstalkonstruktsia in 1944 for Class N-7 loading.

In the period 1991-2001, the old pre-revolutionary superstructure was replaced with a new one consisting of unified trusses designed for Class S-14 loading. The replacement work was carried out by the open joint-stock company Transstroimost. And since all the old trusses were displaced, there is no need to be concerned about the strength of the structure and the safety of the crossing.

Bridge across the Ufa River

Ufa rail bridge across the Ufa River carries double tracked rail lines over the Ufa River. It is also located in the city of Ufa, near the station of Urakovo (Shaksha).

A photograph of the rail bridge across the Ufa river in the early 20th century

Its design and history were almost the same as the bridge over the Belaya River, but it was built two years later. It was also designed by Prof. Nikolai Belelubsky under the specifications of 1884, but it had only three spans, each 109 metres (358,432 ft) long.

During the Civil War in 1919, the third left-bank span of the bridge was blown up by the Kolchak troops, and collapsed. In 1920, the destroyed truss was replaced with a new one designed by Prof. Proskouriakov under the specifications of 1907.

In the period 1939-1940, the truss superstructure was substantially strengthened with oversize removal and addition of reinforcing metal up to 4% of the weight of the trusses.

In the period 1951-1952, the bridge was rebuilt for double-track. The renovation was carried out by the construction train Nº414. The bridge’s piers were widened on the upstream side by constructing ferroconcrete supports (pylons) on the foundations of the former cutwaters that were no longer relevant, and on them a new superstructure was erected consisting of unified trusses designed by Ghiprotrans in 1931 for Class N-7 loading.

In the period 2001-2002, the original superstructure was replaced with a new one consisting of unified trusses designed for Class S-14 loading. The replacement work was carried out by the open joint-stock company USK MOST.

View of the rail bridge in Ufa and the mouth of the Dyoma River

Interesting facts

  • When the bridge was completed in 1888, an artificial channel was dug out to straighten the course of the Dyoma River. It begins approximately 100 metres (329 ft) downstream of the present-day highway bridge near the cafe 'Goldfish', and runs towards the Belaya directly. The river channel was straightened in order to avoid duplication of bridge crossing over the Dyoma River. In fact, the Dyoma formerly emptied itself into the Belaya a few kilometres downstream, into its present oxbow lake, which had been the main channel until 1854. The present-day course of the Belaya River, which now girdles about Nizhegorodka (the Lower city) was then a wide duct, exceedingly low, in fact fordable in many places. The area that surrounds now Kozorez village was a big island then.
  • The first color pictures of the rail bridge across the Belaya were taken by Sergey Prokudin-Gorsky in 1910. Photography was carried out by the method of registering on a single glass plate three separate black and white images taken through the blue, green and red filters.[6][7]
  • Slightly further upstream of the bridge lies a small island that changes annually its outlines, becoming a peninsula in the summer. The emergence of the island is connected to the fact that two barges carrying bread sank in this place at the beginning of the 20th century, which formed the basis for further sedimentation.

See also

References

Notes

  1. ^ "Ufa city, Russia". RussiaTrek.org.
  2. ^ Fink, Kevin (December 1991). "The Beginnings of Railways in Russia. History 155 - Russia to 1917. Prof. Davis". Fink.com.
  3. ^ "History of Russian Railways". Russian Railways.
  4. ^ "Юрлов Н.165 лет со дня рождения Н.А.Белелюбского (1845–1922). Инженер, ученый, патриот // Наша школа. - №2(111). - 2010. - С.41" (PDF) (in Russian). Archived from the original (PDF) on October 5, 2011.
  5. ^ a b "Главные мосты Уфы. Мост через реку Белая" [The Ufa City's major bridges]. Pmokbsh.ru (in Russian). Archived from the original on February 1, 2014.
  6. ^ "Железнодорожный мост через р. Белую близ Уфы. [1910 год]" [Railroad bridge across the Belaya River near Ufa 1910, by Prokudin-Gorskii]. Открытый исследовательский проект «Наследие С. М. Прокудина-Горского» (in Russian).
  7. ^ "Railroad Bridge across the Belaia River near Ufa". World Digital Library.

Sources

  • Уфа, губернский город // Энциклопедический словарь Брокгауза и Ефрона: В 86 томах (82 т. и 4 доп.). — СПб., 1890-1907. (in Russian)
  • История Уфы: краткий очерк / Ганеев Р.Г., Болтушкин В.В., Кузеев Р.Г.. — Уфа: Башкирское книжное издательство, 1981. — 604 с. (in Russian)
  • Синенко С.Г. Город над Белой рекой. Краткая история Уфы в очерках и зарисовках 1574-2000. — Уфа: Государственное республиканское издательство «Башкортостан», 2002. — 5000 экз. (in Russian)
  • Нигматуллина И.В. Старая Уфа. Историко-краеведческий очерк.. — Уфа: Белая река, 2007. — 224 с. — 3000 экз. — ISBN 978-5-87691-036-3 (in Russian)

External links