Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
REINFORCEMENT-REPAIR METHOD OF COLUMN-BEAM JOINING PART
PROBLEM TO BE SOLVED: To provide a reinforcement-repair method of a column-beam joining part capable of comparatively easily and surely (effectively) improving earthquake resistance of the column-beam joining part.SOLUTION: A beam side continuous fiber sheet 5 is stuck in a horizontal U shape to one side surface, a front face and the other side surface of a joining part 1 and the other side surface of a beam 3 from one side surface of the beam 3. Steel plates 7 and 8 are integrally installed on the beam 3, and the end part side of the beam side continuous fiber sheet 5 is fixed and held. A column side continuous fiber sheet 6 is stuck in an inverse U shape to the one side surface, an upper surface and the other side surface of the joining part 1 and the other side surface of a column 2 from one side surface of the column 2. Steel plates 10 and 11 are integrally installed on the column 2, and the end part side of the column side continuous fiber sheet 6 is fixed and held by the steel plates 10 and 11.SELECTED DRAWING: Figure 1
【課題】柱梁接合部の耐震性を比較的容易に且つ確実に（効果的に）向上させることを可能にする柱梁接合部の補強・修復方法を提供する。【解決手段】梁３の一側面から接合部１の一側面、前面、他側面、梁３の他側面に、梁側連続繊維シート５を横Ｕ字状に貼り付ける。鋼板７、８を梁３に一体に設置し、梁側連続繊維シート５の端部側を固定保持する。柱２の一側面から接合部１の一側面、上面、他側面、柱２の他側面に、柱側連続繊維シート６を逆Ｕ字状に貼り付ける。鋼板１０、１１を柱２に一体に設置し、鋼板１０、１１で柱側連続繊維シート６の端部側を固定保持する。【選択図】図１
REINFORCEMENT-REPAIR METHOD OF COLUMN-BEAM JOINING PART
PROBLEM TO BE SOLVED: To provide a reinforcement-repair method of a column-beam joining part capable of comparatively easily and surely (effectively) improving earthquake resistance of the column-beam joining part.SOLUTION: A beam side continuous fiber sheet 5 is stuck in a horizontal U shape to one side surface, a front face and the other side surface of a joining part 1 and the other side surface of a beam 3 from one side surface of the beam 3. Steel plates 7 and 8 are integrally installed on the beam 3, and the end part side of the beam side continuous fiber sheet 5 is fixed and held. A column side continuous fiber sheet 6 is stuck in an inverse U shape to the one side surface, an upper surface and the other side surface of the joining part 1 and the other side surface of a column 2 from one side surface of the column 2. Steel plates 10 and 11 are integrally installed on the column 2, and the end part side of the column side continuous fiber sheet 6 is fixed and held by the steel plates 10 and 11.SELECTED DRAWING: Figure 1
【課題】柱梁接合部の耐震性を比較的容易に且つ確実に（効果的に）向上させることを可能にする柱梁接合部の補強・修復方法を提供する。【解決手段】梁３の一側面から接合部１の一側面、前面、他側面、梁３の他側面に、梁側連続繊維シート５を横Ｕ字状に貼り付ける。鋼板７、８を梁３に一体に設置し、梁側連続繊維シート５の端部側を固定保持する。柱２の一側面から接合部１の一側面、上面、他側面、柱２の他側面に、柱側連続繊維シート６を逆Ｕ字状に貼り付ける。鋼板１０、１１を柱２に一体に設置し、鋼板１０、１１で柱側連続繊維シート６の端部側を固定保持する。【選択図】図１
REINFORCEMENT-REPAIR METHOD OF COLUMN-BEAM JOINING PART
柱梁接合部の補強・修復方法
MAEDA TOSHIYA (Autor:in) / YOSHITAKE KENJI (Autor:in) / NISHIMURA SHINICHI (Autor:in)
12.05.2016
Patent
Elektronische Ressource
Japanisch
COLUMN-BEAM JOINT PART AND COLUMN-BEAM JOINING METHOD
| Europäisches Patentamt | 2017