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BUILDING REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement structure for an existing building through simplified reinforcement of the existing building, without using mortar or welding at the construction site.SOLUTION: Inside a frame of a pair of columns 2 and a pair of beams 3 of an existing building, a frame body 10 having on the four sides a pair of first frame members 11 extending in the axial direction of the column 2 and a pair of second frame members 12 extending in the axial direction of the beam 3 is installed, leaving a gap between the frame body and the column 2 and the beam 3. Reinforcing members 5 are installed inside the frame body 10, and gap adjustment members 20 are installed between the column 2 and the frame body 10 and between the beam 3 and the frame body 10, for adjusting the gap between the first contacting surface that comes in contact with the column 2 or the beam 3 and the second contacting surface that comes in contact with the frame body 10.
【課題】モルタルを用いたり、現場での溶接作業を行ったりすることなく、簡素化した既存建物の補強工事により補強する既存建物の補強構造を提供する。【解決手段】既存建物における一対の柱2と一対の梁3とで囲われた架構の内側に、柱2の軸方向に延びる一対の第1枠材11と、梁3の軸方向に延びる一対の第2枠材12とが、四方枠組された枠体10が、柱2及び梁3との間に間隔を空けて設けられ、枠体10の内側に補強部材5が設けられ、柱2と枠体10との間、及び、梁3と枠体10との間に、それぞれ、当該間の間隔に合わせて、柱2又は梁3に当接する第1当接面と枠体10に当接する第2当接面との間隔が調整可能な間隔調整部材20が設けられている。【選択図】図1
BUILDING REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement structure for an existing building through simplified reinforcement of the existing building, without using mortar or welding at the construction site.SOLUTION: Inside a frame of a pair of columns 2 and a pair of beams 3 of an existing building, a frame body 10 having on the four sides a pair of first frame members 11 extending in the axial direction of the column 2 and a pair of second frame members 12 extending in the axial direction of the beam 3 is installed, leaving a gap between the frame body and the column 2 and the beam 3. Reinforcing members 5 are installed inside the frame body 10, and gap adjustment members 20 are installed between the column 2 and the frame body 10 and between the beam 3 and the frame body 10, for adjusting the gap between the first contacting surface that comes in contact with the column 2 or the beam 3 and the second contacting surface that comes in contact with the frame body 10.
【課題】モルタルを用いたり、現場での溶接作業を行ったりすることなく、簡素化した既存建物の補強工事により補強する既存建物の補強構造を提供する。【解決手段】既存建物における一対の柱2と一対の梁3とで囲われた架構の内側に、柱2の軸方向に延びる一対の第1枠材11と、梁3の軸方向に延びる一対の第2枠材12とが、四方枠組された枠体10が、柱2及び梁3との間に間隔を空けて設けられ、枠体10の内側に補強部材5が設けられ、柱2と枠体10との間、及び、梁3と枠体10との間に、それぞれ、当該間の間隔に合わせて、柱2又は梁3に当接する第1当接面と枠体10に当接する第2当接面との間隔が調整可能な間隔調整部材20が設けられている。【選択図】図1
BUILDING REINFORCEMENT STRUCTURE
建物補強構造
KISHI HIROYUKI (author) / SANO TAKESHI (author) / NISHIKAGE TAKETOMO (author)
2015-11-02
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
BUILDING REINFORCEMENT STRUCTURE, BUILDING REINFORCEMENT METHOD AND COLUMN REINFORCEMENT MEMBER
European Patent Office | 2019
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