Apfelstädt Viaduct
Coordinates: 50 ° 55 ′ 26 ″ N , 10 ° 56 ′ 59 ″ E
Apfelstädt Viaduct | ||
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Convicted | Federal motorway 71 | |
Subjugated | Apfelstädt , Thuringian Railway , L 2154 | |
place | Ingersleben | |
construction | Prestressed concrete box girder bridge |
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overall length | 293 m / 258 m | |
width | 2 × 14.25 m | |
Longest span | 76 m | |
Construction height | 2.60 m to 5.35 m | |
height | 25 m | |
building-costs | 16 million DM | |
start of building | 1997 | |
completion | 1998 | |
location | ||
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The Apfelstädt Viaduct is a 293 m long girder bridge on the 71 motorway .
The structure is located between the Erfurt- Bindersleben junction and the Erfurt motorway junction . At Ingersleben, it spans the Apfelstädt River as well as the Thuringian Railway and Landstrasse 2154 between Ingersleben and Erfurt-Bischleben at a maximum height of 25 m . The bridge was built with two separate superstructures at a cost of 16 million DM in 1997 and 1998.
Substructures
The pillars with a maximum height of 18 m to the lower edge of the superstructure have a full cross-section. The dimensions of the rectangular pillars are reduced by a taper of 1:70 to the dimension of 4.2 m × 1.9 m at the constriction, which is 3.5 m below the pier head. Above the constriction, the cross-section to accommodate the bridge bearings widens to 6.1 m × 2.7 m.
Superstructures
The two adjacent superstructures of the prestressed concrete bridge have the continuous beam as a structural system in the longitudinal direction . In the transverse direction there is a box girder cross-section with a constant construction height of 2.6 m in both end spans. In the three central fields, the superstructures are haunched, with a maximum of 5.35 m above the two central pillars and 2.60 m in the middle of the field. The two deck slabs are together 28.5 m wide. The prestressing consists of internal tendons .
The eastern superstructure has five fields with a total span of 258 m. The individual spans are 47 m, 53 m, 76 m, 47 m and 35 m. The western superstructure has one more field and with individual support spans of 35 m, 47 m, 53 m, 76 m, 47 m and 35 m a total support span of 293 m.
literature
- Federal Ministry of Transport, Building and Housing: Pillar design of valley bridges Documentation 2000 . Verkehrsblatt-Verlag. ISBN 3-89273-083-0