General Information
| Name in local language: | Sinntalbrücke Schaippach |
|---|---|
| Beginning of works: | October 1980 |
| Completion: | 1983 |
| Status: | in use |
Project Type
| Function / usage: |
High-speed rail bridge |
|---|---|
| Construction method: |
Incremental launching |
| Material: |
Prestressed concrete bridge |
| Support conditions: |
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| Structure: |
Box girder bridge |
| Material: |
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Location
| Location: |
Schaippach, Gemünden am Main, Main-Spessart, Bavaria, Germany |
|---|---|
| Crosses: |
|
| Part of: |
|
| Coordinates: | 50° 4' 35.41" N 9° 40' 24.47" E |
Technical Information
Dimensions
| main span | 51.50 m | |
| deck depth | 4.00 m | |
| height | 23 m | |
| total length | 442.288 m | |
| span lengths | 8 x 42.50 m - 51.50 m - 30.788 m | |
| deck width | 14.30 m | |
| number of spans | 10 |
Materials
| superstructure |
prestressed concrete
|
|---|---|
| piers |
reinforced concrete
|
| abutments |
reinforced concrete
|
Notes
During construction, the single-span, simply-supported girders of the bridge were stressed together using continuity tendons in order to launch the bridge incrementally. After the girders were put into their final position, the continuity tendons were de-stressed to achieve the chain of single-span girder that is typical for German high-speed rail bridges of that era.
Participants
Owner
Alternative design
Structural engineering
Checking engineering
- Herbert Kupfer (checking engineer)
Contractor
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (1991): Unusual applications of the incremental launching method. Presented at: IABSE Symposium: Bridges - Interaction between construction technology and design, Leningrad, USSR, 1991, pp. 265-270.
- About this
data sheet - Structure-ID
20010914 - Published on:
06/12/2003 - Last updated on:
25/06/2020
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