Moselle valley bridge (A 1)
Coordinates: 49 ° 48 ′ 52 " N , 6 ° 45 ′ 28" E
Moselle valley bridge Schweich | ||
---|---|---|
use | Highway | |
Convicted | Federal motorway 1 | |
Crossing of | Moselle | |
place | Schweich ↔ Longuich | |
construction | Girder bridge | |
overall length | 986.5 m | |
Longest span | 192 m | |
height | 20.03 m | |
start of building | 1971 | |
completion | 1974 | |
location | ||
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The Moseltalbrücke at Schweich is a highway bridge of A 1 , the Mosel spans at flow 177,72 kilometers. The girder bridge made of prestressed concrete , which is also known in the literature as the Moselle Bridge Schweich , is located in the Trier-Saarburg district in Rhineland-Palatinate . The southern abutment is located at the Moseltal motorway triangle , where the A 602 is crossed.
With a span of 192 m, it was the prestressed concrete girder bridge with the second largest span in Germany after the Bendorfer Rhine Bridge . No other bridge of this type with a larger span was put into operation until 2003.
construction
The 986.5 m long, jointless prestressed concrete bridge was built between 1971 and 1974 according to a special proposal from Dyckerhoff & Widmann AG with architectural advice from Gerd Lohmer . The deck bridge is characterized by the 192 m wide current opening and the two 106 m long side panels . In the middle section of the bridge, the superstructure has a variable construction height, a maximum of 9.8 m above the river pillars and 4.1 m in the middle of the field. In the transverse direction, the superstructure consists of two single-cell hollow boxes , the deck slabs of which are monolithically connected to one another. The main pillars, each standing under a hollow box, are designed as two 10 m wide and 11 m high reinforced concrete slabs. At the top they are clamped in the box girder of the superstructure and at the bottom on neo-pot Teflon bearings with bearing forces of up to 6000 Mp .
While the approach bridges on a formwork were erected in 19 m long sections usually came in the power and opening the side panels cantilever used.
See also
literature
- Dywidag Report No. 7 Prestressed Concrete Bridges: Moselle Bridge Schweich , p. 10
Web links
Individual evidence
- ^ A b Fritz Leonhardt : Brücken / Bridges ; German publishing company; Stuttgart; ISBN 3-421-02590-8 ; 1982, p. 164
- ↑ Sven Ewert: Bridges: The development of spans and systems . Ernst & Sohn-Verlag, Berlin 2003, ISBN 978-3433016121 , p. 214. (at Google Books ).