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Seismic reinforcement of historical brick masonry buildings in Japan is commonly achieved through the application of concrete components. However, the use of concrete has been related to the accumulation of alkali salts on external brickwork, resulting in accelerated decay of original masonry. In this study, to design the mitigation method for efflorescence of historical brick masonry buildings reinforced with concrete,the flowchart for mitigating efflorescence was proposed and the efflorescence risk of actual brick masonry building was estimated by using it.

RISK ESTIMATE AND PROPOSAL OF MITIGATION METHOD ON EFFLORESCENCE CAUSED ON HISTORICAL BRICK MASONRY BUILDINGS REINFORCED WITH CONCRETE