Research purposes: The comparison of cradle cantilever casting method and large segmental Support Cast - in - place method just concerned about the period and construction cost ,while ignoring the difference of structure stress . The plane bar system model of the structure was formed by simulating cradle cantilever casting method and large segmental Support Cast - in - Place method. Analysis on the difference about mechanical characteristic of continuous beam provides references for practice.
Research conclusions:By comparing the results model analysis,the bending moment and shear of continuous beam are different in two construction method. Compared with the cradle cantilever casting method,using large segmental Support Cast - in - place method would reduce the negative moment ,increase positive moment of the beam and make the shear of mid - span increase,the shear of side span reduce.