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《Journal of Railway Science and Engineering》 2009-06
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Analysis and construction control of a large span arch bridge

ZHOU Dong-liang,HUA Qiang(Construction and Development of Ruchen Expressway Co.Ltd,Chenzhou 423000,China)  
The configuration controlling measures of large span arch bridges were discussed by taking the construction of certain bridge as an example.According to the actual lifting and assembling process of the precast segments of the arch ribs,a theoretical analysis method is called rigid-elastic cable method was proposed for acquiring the installing coordinates of precast arch rib segments.Observation points for three dimensional coordinates gauges were installed prior to the lifting and assembling of the precast arch rib segments in order for in situ monitoring of the deformation of the arch during its lifting and assembling process as well as the construction process of the up-arch superstructure.The monitoring results show that the closure curves of all the arch ribs are in a good accordance with the theoretical ones,and the elevation errors of the arch ribs meet the demand specified by the relevant codes,and the deformation induced in the construction of up-arch superstructure develops evenly in the whole arch within safety limits.Through such a severe monitoring of its construction process,the quality and construction safety of the bridge are ensured,and the successive construction of the bridge illustrates the favorable applicability of the proposed methods,which can be adopted in the construction of similar structures.
【CateGory Index】: U445.4
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