Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
EARTHQUAKE RESISTANT REINFORCEMENT STRUCTURE
To improve earthquake resistance of a steel construction building without preventing passage of people and things.SOLUTION: An earthquake resistant reinforcement structure of an existing building 1 of steel construction comprises an earthquake resistant reinforcement frame 100 formed in a portal shape, which includes: a pair of column members 10 formed of a steel material; and a beam member 20 formed of a steel material and having both end portions rigidly joined respectively to the pair of column members 10. In the earthquake resistant reinforcement frame 100, the beam member 20 is not joined to an existing beam 4, and the pair of column members 10 are joined respectively to a facing surface of a pair of existing columns 2 that are disposed to face each other, to be integrated with the existing building 1.SELECTED DRAWING: Figure 2
【課題】人や物の往来を妨げることなく、鉄骨造建築物の耐震性を向上させる。【解決手段】鉄骨造の既存建築物1の耐震補強構造は、鋼材により形成された一対の柱部材10と、鋼材により形成され両端部が一対の柱部材10にそれぞれ剛接合される梁部材20と、を有する門形に形成された耐震補強フレーム100を備え、耐震補強フレーム100は、既存梁4に対しては梁部材20が接合されておらず、対向して配置されている一対の既存柱2の対向面に一対の柱部材10がそれぞれ接合されて既存建築物1と一体化される。【選択図】図2
EARTHQUAKE RESISTANT REINFORCEMENT STRUCTURE
To improve earthquake resistance of a steel construction building without preventing passage of people and things.SOLUTION: An earthquake resistant reinforcement structure of an existing building 1 of steel construction comprises an earthquake resistant reinforcement frame 100 formed in a portal shape, which includes: a pair of column members 10 formed of a steel material; and a beam member 20 formed of a steel material and having both end portions rigidly joined respectively to the pair of column members 10. In the earthquake resistant reinforcement frame 100, the beam member 20 is not joined to an existing beam 4, and the pair of column members 10 are joined respectively to a facing surface of a pair of existing columns 2 that are disposed to face each other, to be integrated with the existing building 1.SELECTED DRAWING: Figure 2
【課題】人や物の往来を妨げることなく、鉄骨造建築物の耐震性を向上させる。【解決手段】鉄骨造の既存建築物1の耐震補強構造は、鋼材により形成された一対の柱部材10と、鋼材により形成され両端部が一対の柱部材10にそれぞれ剛接合される梁部材20と、を有する門形に形成された耐震補強フレーム100を備え、耐震補強フレーム100は、既存梁4に対しては梁部材20が接合されておらず、対向して配置されている一対の既存柱2の対向面に一対の柱部材10がそれぞれ接合されて既存建築物1と一体化される。【選択図】図2
EARTHQUAKE RESISTANT REINFORCEMENT STRUCTURE
耐震補強構造
TAKAHASHI SHINICHI (Autor:in)
01.03.2021
Patent
Elektronische Ressource
Japanisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Europäisches Patentamt | 2021
|Europäisches Patentamt | 2022
|WOODEN EARTHQUAKE-RESISTANT SHELTER AND EARTHQUAKE-RESISTANT REINFORCEMENT STRUCTURE
Europäisches Patentamt | 2020
|EARTHQUAKE RESISTANT STRUCTURE AND EARTHQUAKE REINFORCEMENT METHOD
Europäisches Patentamt | 2018
|REINFORCEMENT STRUCTURE OF EARTHQUAKE-RESISTANT BUILDING
Europäisches Patentamt | 2015
|