Disclosed is a seismic reinforcement method of a masonry building, in which a fixing module capable of being anchored to a reinforcing material while tensile force is applied thereto is provided. Therefore, seismic reinforcement of the masonry building using the same can be improved, partial detachment caused by earthquakes can be prevented, and the reinforcing material is modularized so that construction is easy. The present invention provides the fixing module for seismic reinforcement of a masonry building, which includes: a reinforcing material; a first fixing member fixing one side end portion of the reinforcing material; and a second fixing member fixing the other side end portion of the reinforcing material.
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