A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
METHOD FOR REINFORCING BUILDING COMPONENT
PROBLEM TO BE SOLVED: To provide a method for reinforcing a building component comprising adhesively bonding a textile to a surface of the building component by means of an adhesive.SOLUTION: A method for reinforcing a building component comprises the step of adhesively bonding textiles 11, 12, 13 to a surface of the building component by means of an adhesive. The textiles 11, 12, 13 before the adhesive bonding has a ductility of 1.0 or more, the adhesive in the cured state has a ductility of 1.5 or more, and the building component after the adhesive bonding has a ductility of 2 or more, where the ductility is in each case determined as the ratio of the value of the total elastic and plastic deformation to the value of the elastic deformation.SELECTED DRAWING: Figure 1
【課題】接着剤によってテキスタイルを建築部材の表面に接着接合する建築部材の補強方法を提供する。【解決手段】接着剤によってテキスタイル11、12、13を建築部材の表面に接着接合する工程を含む建築部材の補強方法であって、接着接合前のテキスタイル11、12、13は≧1.0の延性を有し、硬化状態における接着剤は≧1.5の延性を有し、接着接合後の建築部材は≧2の延性を有する。ここで、延性とは、それぞれの場合、弾性変形の値に対する弾性および塑性変形全体の値の比率として規定される。【選択図】図１
METHOD FOR REINFORCING BUILDING COMPONENT
PROBLEM TO BE SOLVED: To provide a method for reinforcing a building component comprising adhesively bonding a textile to a surface of the building component by means of an adhesive.SOLUTION: A method for reinforcing a building component comprises the step of adhesively bonding textiles 11, 12, 13 to a surface of the building component by means of an adhesive. The textiles 11, 12, 13 before the adhesive bonding has a ductility of 1.0 or more, the adhesive in the cured state has a ductility of 1.5 or more, and the building component after the adhesive bonding has a ductility of 2 or more, where the ductility is in each case determined as the ratio of the value of the total elastic and plastic deformation to the value of the elastic deformation.SELECTED DRAWING: Figure 1
【課題】接着剤によってテキスタイルを建築部材の表面に接着接合する建築部材の補強方法を提供する。【解決手段】接着剤によってテキスタイル11、12、13を建築部材の表面に接着接合する工程を含む建築部材の補強方法であって、接着接合前のテキスタイル11、12、13は≧1.0の延性を有し、硬化状態における接着剤は≧1.5の延性を有し、接着接合後の建築部材は≧2の延性を有する。ここで、延性とは、それぞれの場合、弾性変形の値に対する弾性および塑性変形全体の値の比率として規定される。【選択図】図１
METHOD FOR REINFORCING BUILDING COMPONENT
建築部材の補強方法
HARALD KRAUS (author) / ARNDT WOLFGANG (author) / WINTERMANTEL MATTHIAS (author) / HEINZ-WERNER LUCAS (author) / DIRK DIJKSTRA (author) / LOTHAR STEMPNIEWSKI (author) / MORITZ URBAN (author)
2017-09-14
Patent
Electronic Resource
Japanese
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