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This paper based on Quanzhou bay cross-sea bridge. Quanzhou Bay Bridge Northern Approach, width 20m, was erected with the "T" structure cantilever assembly method. "T" configuration closure may occur Faulting phenomena. Analysts predict that the weight of precast segments, inelastic deformation of segments, pier top block mounting accuracy, wiping glue thickness between segments of the cantilever beam greatly affected the maximum elevation. In addition, temperature effect, the main beam material properties, asymmetric temporary load also have some impact on the maximum cantilever state. Effective measures should be taken to eliminate the error.

Analysis on the Causes of the Erecting Fault——Wide Concrete Continuous Bridge by Short Line Method