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EARTHQUAKE RESISTANT WALL STRUCTURE
PROBLEM TO BE SOLVED: To provide an earthquake resistant wall structure that forms a reinforcement wing wall by using a wall body constructed by piling blocks.SOLUTION: An earthquake resistant wall structure comprises: a column 16 of a building; an upper horizontal member 18 installed on an upper part of the column 16; a lower horizontal member 20 installed on a lower part; a steel column 22, which is disposed away from the column 16 and has a top edge connected to the upper horizontal member 18 and a bottom edge connected to the lower horizontal member 20; and a wall body 10 constructed by piling blocks 12, 14 at areas surrounded by the column 16, the steel column 22, the upper horizontal member 18, and the lower horizontal member 20. The block 12 has an inclined plane formed by inclining a top face, on which the block 12 is piled, and an undersurface of the block 12 from both ends toward a central part in a front view of the wall body 10 and the inclined planes are vertically accumulated.SELECTED DRAWING: Figure 1
【課題】ブロック積で構築される壁体で補強用袖壁を形成する耐震壁構造を提供する。【解決手段】耐震壁構造は、建物の柱16と、柱16の上部に設けられた上水平部材18、及び下部に設けられた下水平部材20と、柱16と距離をあけて配置され、上端が上水平部材18に接合され、下端が下水平部材20に接合された鉄骨柱22と、柱16、鉄骨柱22、上水平部材18、及び下水平部材20の間にブロック12、14を積み上げて構築された壁体10と、を有し、ブロック12は、壁体10を正面視したとき、ブロック12の積み上げ面となる上面及び下面が、両端部から中央部に向かって傾斜する傾斜平面を備え、傾斜平面が上下に重ねられている。【選択図】図1
EARTHQUAKE RESISTANT WALL STRUCTURE
PROBLEM TO BE SOLVED: To provide an earthquake resistant wall structure that forms a reinforcement wing wall by using a wall body constructed by piling blocks.SOLUTION: An earthquake resistant wall structure comprises: a column 16 of a building; an upper horizontal member 18 installed on an upper part of the column 16; a lower horizontal member 20 installed on a lower part; a steel column 22, which is disposed away from the column 16 and has a top edge connected to the upper horizontal member 18 and a bottom edge connected to the lower horizontal member 20; and a wall body 10 constructed by piling blocks 12, 14 at areas surrounded by the column 16, the steel column 22, the upper horizontal member 18, and the lower horizontal member 20. The block 12 has an inclined plane formed by inclining a top face, on which the block 12 is piled, and an undersurface of the block 12 from both ends toward a central part in a front view of the wall body 10 and the inclined planes are vertically accumulated.SELECTED DRAWING: Figure 1
【課題】ブロック積で構築される壁体で補強用袖壁を形成する耐震壁構造を提供する。【解決手段】耐震壁構造は、建物の柱16と、柱16の上部に設けられた上水平部材18、及び下部に設けられた下水平部材20と、柱16と距離をあけて配置され、上端が上水平部材18に接合され、下端が下水平部材20に接合された鉄骨柱22と、柱16、鉄骨柱22、上水平部材18、及び下水平部材20の間にブロック12、14を積み上げて構築された壁体10と、を有し、ブロック12は、壁体10を正面視したとき、ブロック12の積み上げ面となる上面及び下面が、両端部から中央部に向かって傾斜する傾斜平面を備え、傾斜平面が上下に重ねられている。【選択図】図1
EARTHQUAKE RESISTANT WALL STRUCTURE
耐震壁構造
TANABE YUSUKE (author) / ISHIKAWA YUJI (author) / KAWANO SHOHEI (author) / KAKE SATOSHI (author) / KUMANO TOSHIHITO (author) / EGUSA YUSAKU (author)
2016-06-20
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste