The invention discloses a continuous beam bridge and a method for determining an inhaul cable sectional area and elastomer rigidity thereof, and belongs to the field of civil engineering. Symmetricalthrough hole sets are formed in pier cap beams of the continuous beam bridge, each through hole set comprises two through holes, and casing pipes are installed in the through holes; a cable connectingdevice comprises inhaul cables which penetrate through the casing pipes on the adjacent pier cap beams respectively, and the inhaul cables are parallel to a continuous main beam; the pier top centersof fixed piers serves as original points, first pressing blocks and first anchorage devices are arranged at the ends, close to the original points, of the inhaul cables, and second pressing blocks, elastomers and second anchorage devices are sequentially arranged at the ends, away from the original points, of the inhaul cables, and the first pressing blocks and the second pressing blocks are closer to the centers of the inhaul cables than the first anchorage devices and the second anchorage devices respectively. According to the continuous beam bridge, under the earthquake excitation effect in the axial direction of the bridge, non-fixed piers cooperate with the fixed piers to share earthquake loads together, the destruction risk of the fixed piers of the continuous beam bridge is reduced, meanwhile, the bending moment distribution of the piers is basically uniform, and the anti-seismic properties of the piers are brought into play, therefore the anti-seismic properties of the continuous beam bridge are improved.