Research on Design and Construction of Continuous Rigid Frame Bridge in Canyon Area

Jing Rong Peng; Tian Hua Jiang; Yi Peng; Qing Ping Jin

doi:10.4028/www.scientific.net/AMM.178-181.2539

Paper Titles

Vertical Crack Moment Test Research on Prestressed Concrete Hollow Slab due to Repeated Load
p.2521

Simplified Analysis of Longitudinal Stiffened Plates in a Continuous Steel Box Girder Bridge
p.2526

Calculation of Load Lateral Distribution for Hinged Slab Bridge with Different Stiffness between Outside Slabs and Inside Slabs
p.2530

Finite Element Stress Analysis on Crotch Joint of A-Type Super-High Pier
p.2535

Research on Design and Construction of Continuous Rigid Frame Bridge in Canyon Area
p.2539

Analysis of the Closure Method of Cantilever Construction PC Box-Girder Bridge with Corrugated Steel Webs under Asymmetric Constraint
p.2543

Study on the Influencing Factors of the Durability of Urban Reinforced Concrete Bridges in Hebei Province
p.2549

Field Test of a Multigirder Concrete Bridge of 25m Span
p.2553

Simulation of Air Temperature in an Under-Bridge Storehouse
p.2557

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Research on Design and Construction of Continuous...

Research on Design and Construction of Continuous Rigid Frame Bridge in Canyon Area

Abstract:

One high piers and long-span bridge in mountainous area is designed as three-span which is 106+200+106 meters. The superstructure is pre-stressed concrete continuous rigid frame, and the sub-structure is hollow thin wall piers among which the highest is 167 meters. Under the background of this bridge, this paper mainly introduces the designing and construction methods of high piers and long-span continuous rigid frame bridge in canyon area, with the expectation to be served as reference to design the similar bridges in the future.