Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
COMBINATION BEAM AND FIXING STRUCTURE THEREOF
To maintain, in a combination beam consisting of a plurality of square timbers stacked in a front-back direction, an initial strength of the combination beam without each square timber displacing in vertical, front-back, or left-right directions even when an external force repeatedly acts on the combination beam fixed to a column or another beam.SOLUTION: In a combination beam 2 where square timbers 3 and 4 are stacked in a front-back direction, drift pins 21a, 21b to 24a, 24b are inserted across the square timbers 3 and 4 to prevent the square timbers 3 and 4 from being displaced from each other in vertical and horizontal directions, and at each end of a longitudinal direction of the square timbers 3 and 4, fixing brackets 11 to 18 are fixed by fixing pins 31a, 31b to 38a, 38b, and the fixing brackets 11 to 18 are fixed to columns 5 and 6 by fixing bolts 41a, 41b to 48a, 48b and nuts 41an, 41bn to 48an, 48bn.SELECTED DRAWING: Figure 1
【課題】角材複数本を前後方向に重ねた組合せ梁において、柱又は他の梁に固定した組合せ梁に外力が繰り返し作用しても、各角材が上下方向、前後方向、左右方向にずれることなく、組合せ梁の初期強度を保てるようにする。【解決手段】角材３と角材４を前後方向に重ねた組合せ梁２であって、角材３、４が相互に上下方向及び左右方向にずれないように、ドリフトピン２１ａ・２１ｂ～２４ａ・２４ｂが角材３と角材４に跨って挿通され、角材３、４の長手方向の各々の端部には固定金具１１～１８が固定ピン３１ａ・３１ｂ～３８ａ・３８ｂによって固定され、固定金具１１～１８は、固定ボルト４１ａ・４１ｂ～４８ａ・４８ｂとナット４１ａｎ・４１ｂｎ～４８ａｎ・４８ｂｎによって柱５、６に固定された組合せ梁２。【選択図】図１
COMBINATION BEAM AND FIXING STRUCTURE THEREOF
To maintain, in a combination beam consisting of a plurality of square timbers stacked in a front-back direction, an initial strength of the combination beam without each square timber displacing in vertical, front-back, or left-right directions even when an external force repeatedly acts on the combination beam fixed to a column or another beam.SOLUTION: In a combination beam 2 where square timbers 3 and 4 are stacked in a front-back direction, drift pins 21a, 21b to 24a, 24b are inserted across the square timbers 3 and 4 to prevent the square timbers 3 and 4 from being displaced from each other in vertical and horizontal directions, and at each end of a longitudinal direction of the square timbers 3 and 4, fixing brackets 11 to 18 are fixed by fixing pins 31a, 31b to 38a, 38b, and the fixing brackets 11 to 18 are fixed to columns 5 and 6 by fixing bolts 41a, 41b to 48a, 48b and nuts 41an, 41bn to 48an, 48bn.SELECTED DRAWING: Figure 1
【課題】角材複数本を前後方向に重ねた組合せ梁において、柱又は他の梁に固定した組合せ梁に外力が繰り返し作用しても、各角材が上下方向、前後方向、左右方向にずれることなく、組合せ梁の初期強度を保てるようにする。【解決手段】角材３と角材４を前後方向に重ねた組合せ梁２であって、角材３、４が相互に上下方向及び左右方向にずれないように、ドリフトピン２１ａ・２１ｂ～２４ａ・２４ｂが角材３と角材４に跨って挿通され、角材３、４の長手方向の各々の端部には固定金具１１～１８が固定ピン３１ａ・３１ｂ～３８ａ・３８ｂによって固定され、固定金具１１～１８は、固定ボルト４１ａ・４１ｂ～４８ａ・４８ｂとナット４１ａｎ・４１ｂｎ～４８ａｎ・４８ｂｎによって柱５、６に固定された組合せ梁２。【選択図】図１
COMBINATION BEAM AND FIXING STRUCTURE THEREOF
組合せ梁及び組合せ梁の固定構造
TERUI SEIKI (Autor:in) / NAKAJIMA NORIAKI (Autor:in) / SUGIMOTO YASUTERU (Autor:in) / MURAYAMA HIROKI (Autor:in) / TANAKA KAITO (Autor:in)
18.04.2024
Patent
Elektronische Ressource
Japanisch
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