A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCING STRUCTURE FOR WOODEN BUILDING
To reduce man-hours without peeling off a ceiling and a floor, and to secure necessary damping performance and earthquake resistance by suppressing bending deformation of a column.SOLUTION: A reinforcing structure for a wooden building includes an additional horizontal member 12A horizontally bridged between a pair of columns 4, 4 at the upper side in a frame 1, an aseismic control damper 30 arranged in an inner frame 20 under the additional horizontal member 12A and fixed to the additional horizontal member 12A and the pair of columns 4, 4, and a rotation allowing part (a gap 19) provided at a joint portion of the additional horizontal member 12A and the column 4 and allowing rotation of the additional horizontal member 12A in the direction parallel with a surface of the frame 1.SELECTED DRAWING: Figure 7
【課題】天井や床を剥がすことなく工数を削減すると共に、柱の曲げ変形を抑制して必要な制震性や耐震性も確保する。【解決手段】木造建築物の補強構造は、フレーム１内の上側で一対の柱４，４間へ水平に架設される追加横架材１２Ａと、追加横架材１２Ａよりも下方で内フレーム２０に配置され、追加横架材１２Ａと一対の柱４，４とに固定される制震ダンパー３０と、追加横架材１２Ａと柱４との仕口部に設けられ、フレーム１の面と平行な方向での追加横架材１２Ａの回転を許容する回転許容部（隙間１９）とを含んでなる。【選択図】図７
REINFORCING STRUCTURE FOR WOODEN BUILDING
To reduce man-hours without peeling off a ceiling and a floor, and to secure necessary damping performance and earthquake resistance by suppressing bending deformation of a column.SOLUTION: A reinforcing structure for a wooden building includes an additional horizontal member 12A horizontally bridged between a pair of columns 4, 4 at the upper side in a frame 1, an aseismic control damper 30 arranged in an inner frame 20 under the additional horizontal member 12A and fixed to the additional horizontal member 12A and the pair of columns 4, 4, and a rotation allowing part (a gap 19) provided at a joint portion of the additional horizontal member 12A and the column 4 and allowing rotation of the additional horizontal member 12A in the direction parallel with a surface of the frame 1.SELECTED DRAWING: Figure 7
【課題】天井や床を剥がすことなく工数を削減すると共に、柱の曲げ変形を抑制して必要な制震性や耐震性も確保する。【解決手段】木造建築物の補強構造は、フレーム１内の上側で一対の柱４，４間へ水平に架設される追加横架材１２Ａと、追加横架材１２Ａよりも下方で内フレーム２０に配置され、追加横架材１２Ａと一対の柱４，４とに固定される制震ダンパー３０と、追加横架材１２Ａと柱４との仕口部に設けられ、フレーム１の面と平行な方向での追加横架材１２Ａの回転を許容する回転許容部（隙間１９）とを含んでなる。【選択図】図７
REINFORCING STRUCTURE FOR WOODEN BUILDING
木造建築物の補強構造
ONO MASAOMI (author) / KAWABATA YOSUKE (author) / TAKADA TOMOKAZU (author) / NOMURA TAKESHI (author) / ANZAI HIROSHI (author)
2019-10-17
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
REINFORCING STRUCTURE OF WOODEN BUILDING AND REINFORCING METHOD
| European Patent Office | 2019
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