ブックタイトル「煉瓦造建造物の保存と修復」英語版
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「煉瓦造建造物の保存と修復」英語版
【Case Study 2】Chateau Kamiya Brewery (slides 9-15)Tensile reinforcement was introduced intothe walls. Holes of small diameters weredrilled from the top ends of walls andinserted with vertical tensile wires andthen fixed in place by filling the holes withcement grout (slide 12).Aramid fiber was inserted into brick pointingto prevent cracks from forming around wallopenings by reinforcing the strength of wallson the outside (slide 13).With cultural properties, reversibility is thebasic idea in restoration. The adoption ofa method involving steel-frame bracing toreinforce the horizontal structural plane wasat first considered, but for it to fit under theceiling height was not possible. Therefore, insome areas, top ends of walls were replacedwith reinforced concrete beams (slide 14).slide 9slide 10slide 1168Chapter 5 Recent Movements in Seismic Reinforcement of Brick Masonry Structures in Japan