Design and Engineering of Urban Interchange Ramp Bridge Structure
Download PDF

Keywords

Interchange ramp
Bridge structure design
Pier structure
Foundation structure
Bridge deck structure

DOI

10.26689/jard.v8i2.6283

Submitted : 2024-02-26
Accepted : 2024-03-12
Published : 2024-03-27

Abstract

This paper analyzes the structural design of an urban interchange ramp bridge from four aspects, which are the superstructure, pier structure, foundation structure, and deck structure design to summarize the structural design ideas of this urban interchange ramp bridge, which can be used as a reference for future construction of the same bridge.

References

Chen JX, 2023, Research on Optimization and Application of Interchange Ramp Bridge Design Scheme. Popular Science and Technology, 2023(7): 37–40.

Wang LK, Qiu TJ, 2023, Elevation Design and Construction Control of Overpass “Pants” Bridge. Heilongjiang Transportation Science and Technology, 2023(6): 47–50.

Pu JH, 2023, Design and Selection of Lotus Junction Interchange Program. Shanxi Architecture, 2023(9): 163–165.

Zhao LJ, Tang L, Design Analysis of Interchange Ramp Bridge. Building Materials and Decoration, 2023(6): 156–158.

Lin BZ, 2023, Research on the Design of Interchange Ramp Bridge. Highway, 2023(1): 184–187.

Zhao XM, Ma B, Che ZD, et al., 2023, Overall Scheme Design of Bridges for Large-Scale Interchanges Across Multi-Line Railroad Corridors. Modern Transportation Technology, 20(3): 34–40.

Zhang K, 2020, Design of Steel Box Girder Bridge with Small Radius Ramp in Urban Area against Overturning. Anhui Architecture, 27(8): 176¬–177.

Yan XY, Wang L, Shi WJ, 2020, Design of Interchange Bridges for Roundabout Highway under Complex Construction Conditions. Engineering and Construction, 34(1): 71¬–73.

He L, 2021, Some Points about the Overall Design of Expressway Interchange Ramp Bridge. Construction Engineering Technology and Design, (24): 1235.

Fan ZY, 2023, Design of Piers in the Central Dividing Zone of Highway Bridges. Transportation World, 2023(27): 91–93.