Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
EARTHQUAKE-RESISTANT SHELTER
To provide an earthquake-resistant shelter with excellent earthquake resistant properties, excellent carrying-in properties of components into an existing building and excellent workability in the existing building.SOLUTION: In an earthquake-resistant shelter 100 installed in an existing building, two outer columns 10 of steel frames and beams 20 of steel frames are joined through non-rigid joint part 80 to form a portal frame 30, inner columns 40 of steel frames are joined to the beams 20 in the inside of the portal frame 30, and braces 50 are bridged between the outer columns 10 and the inner columns 40, and three or more walls for closing three or more portal frames 30 in plan view are formed.SELECTED DRAWING: Figure 1
【課題】耐震性に優れ、既存建物内への部材の搬入性や既存建物内での施工性に優れた耐震シェルターを提供すること。【解決手段】既存建物に設置される耐震シェルター１００であり、鉄骨の二つの外柱１０と、鉄骨の梁２０が、非剛接合部８０を介して接合されることにより門型架構３０を形成し、門型架構３０の内部において鉄骨の内柱４０が梁２０に接合され、外柱１０と内柱４０にブレース５０が架け渡されており、三つ以上の門型架構３０が平面視で閉合する三つ以上の壁を形成している。【選択図】図１
EARTHQUAKE-RESISTANT SHELTER
To provide an earthquake-resistant shelter with excellent earthquake resistant properties, excellent carrying-in properties of components into an existing building and excellent workability in the existing building.SOLUTION: In an earthquake-resistant shelter 100 installed in an existing building, two outer columns 10 of steel frames and beams 20 of steel frames are joined through non-rigid joint part 80 to form a portal frame 30, inner columns 40 of steel frames are joined to the beams 20 in the inside of the portal frame 30, and braces 50 are bridged between the outer columns 10 and the inner columns 40, and three or more walls for closing three or more portal frames 30 in plan view are formed.SELECTED DRAWING: Figure 1
【課題】耐震性に優れ、既存建物内への部材の搬入性や既存建物内での施工性に優れた耐震シェルターを提供すること。【解決手段】既存建物に設置される耐震シェルター１００であり、鉄骨の二つの外柱１０と、鉄骨の梁２０が、非剛接合部８０を介して接合されることにより門型架構３０を形成し、門型架構３０の内部において鉄骨の内柱４０が梁２０に接合され、外柱１０と内柱４０にブレース５０が架け渡されており、三つ以上の門型架構３０が平面視で閉合する三つ以上の壁を形成している。【選択図】図１
EARTHQUAKE-RESISTANT SHELTER
耐震シェルター
IMAHASHI YURINA (Autor:in) / NOMURA TOMOFUMI (Autor:in) / TSUJIMOTO MASASHI (Autor:in)
01.10.2020
Patent
Elektronische Ressource
Japanisch
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