A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EARTHQUAKE-RESISTANCE REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To reduce influence imparted to an external appearance of a building, by reinforcing only a lacking part of earthquake-resistance.SOLUTION: An earthquake-resistance reinforcement structure 20 comprises a beam reinforcement member 32 having a first plate-like part (a plate-like part 34) adhered to a side surface 14A of a beam 14 arranged on a building outer peripheral surface (an outer peripheral surface 16A) and a first flange part (a flange part 36) projected from the first plate-like part and a column reinforcement member 22 having a second plate-like part (a plate-like part 24) adhered to a side surface 12A of a column 12 arranged on the building outer peripheral surface and a second flange part (a flange part 26) projected from the second plate-like part and joining an end part (an upper end 26A) to the beam reinforcement member 32.SELECTED DRAWING: Figure 3
【課題】耐震性が不足する部分のみを補強して、建物の外観へ与える影響を少なくする。【解決手段】耐震補強構造２０は、建物外周面（外周面１６Ａ）に配設された梁１４の側面１４Ａに接着された第１板状部（板状部３４）と、第１板状部から突出した第１フランジ部（フランジ部３６）と、を備えた梁補強部材３２と、建物外周面に配設された柱１２の側面１２Ａに接着された第２板状部（板状部２４）と、第２板状部から突出した第２フランジ部（フランジ部２６）と、を備え、端部（上端２６Ａ）が梁補強部材３２と接合された柱補強部材２２と、を有する。【選択図】図３
EARTHQUAKE-RESISTANCE REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To reduce influence imparted to an external appearance of a building, by reinforcing only a lacking part of earthquake-resistance.SOLUTION: An earthquake-resistance reinforcement structure 20 comprises a beam reinforcement member 32 having a first plate-like part (a plate-like part 34) adhered to a side surface 14A of a beam 14 arranged on a building outer peripheral surface (an outer peripheral surface 16A) and a first flange part (a flange part 36) projected from the first plate-like part and a column reinforcement member 22 having a second plate-like part (a plate-like part 24) adhered to a side surface 12A of a column 12 arranged on the building outer peripheral surface and a second flange part (a flange part 26) projected from the second plate-like part and joining an end part (an upper end 26A) to the beam reinforcement member 32.SELECTED DRAWING: Figure 3
【課題】耐震性が不足する部分のみを補強して、建物の外観へ与える影響を少なくする。【解決手段】耐震補強構造２０は、建物外周面（外周面１６Ａ）に配設された梁１４の側面１４Ａに接着された第１板状部（板状部３４）と、第１板状部から突出した第１フランジ部（フランジ部３６）と、を備えた梁補強部材３２と、建物外周面に配設された柱１２の側面１２Ａに接着された第２板状部（板状部２４）と、第２板状部から突出した第２フランジ部（フランジ部２６）と、を備え、端部（上端２６Ａ）が梁補強部材３２と接合された柱補強部材２２と、を有する。【選択図】図３
EARTHQUAKE-RESISTANCE REINFORCEMENT STRUCTURE
耐震補強構造
OHIRA MAKOTO (author) / KISHIMOTO KOHEI (author) / KUSAKA SATORU (author) / SATO MIDORI (author)
2017-08-31
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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