Safety Analysis of Existing Bridge Structure by Newly Built Bridge Roadbed
This article takes a certain overpass road connection project as the background to evaluate the safety of the already built Guozhan o-verpass bridge.Using calculation software such as standard formulas and bridge connections,the impact of new loads on the existing bridge cover beams and pile foundations is analyzed.By analyzing data such as cracks,axial forces,and bending moments,the design is checked for safety and corresponding suggestions are proposed.The analysis results indicate that the maximum values of cap beam and pile foundation cracks caused by the additional bending moment generated by the newly constructed 16m span prefabricated small box girder on the existing o-verpass bridge meet the control standards.
Newly built bridgesCover beamRock socketed pilesCracks
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