General Information
Completion: | 2012 |
---|---|
Status: | in use |
Project Type
Function / usage: |
Railroad (railway) bridge |
---|---|
Structure: |
U-shaped girder bridge |
Material: |
Steel-reinforced concrete composite bridge |
Support conditions: |
for registered users |
Structure: |
Three-span continuous girder bridge |
Material: |
Structurae Plus/Pro - Subscribe Now! |
Location
Location: |
Zemst, Flemish Brabant, Flanders, Belgium |
---|---|
Part of: | |
Coordinates: | 50° 59' 13.40" N 4° 28' 43.50" E |
Technical Information
Dimensions
span lengths | 32.575 m - 83.538 m - 32.575 m | |
number of spans | 3 | |
horizontal radius of curvature | 1 282 m | |
deck | deck depth | 3.543 m |
girder depth | 1.45 m | |
deck slab | thickness | 0.24 m |
Design Loads
design speed | 160 km/h |
Materials
piers |
reinforced concrete
|
---|---|
girder |
steel
|
deck slab |
reinforced concrete
|
abutments |
reinforced concrete
|
Participants
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2010): Design and Construction of a double-curved railway overpass and 3-track tubular arch. Presented at: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, pp. 564-565.
- (2023): Experimental Verification of Design Proposal for Cross-sectional Curved Steel Plates in Shear. Presented at: IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023, pp. 14-21.
- About this
data sheet - Structure-ID
20058419 - Published on:
30/09/2010 - Last updated on:
26/05/2020