A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
BEAM JOINT STRUCTURE AND STEEL CONSTRUCTION BUILDING
To secure structural strength without lengthening a second gusset plate even in the case where a beam depth of H-shaped steel is small.SOLUTION: In beam joint structure using a beam of H-shaped steel, a first gusset plate is provided between upper and lower flanges of a first beam, the second gusset plate is provided at a web of a second beam so as to be protruded to the first gusset plate side, and the first gusset plate and the second gusset plate are joined by fastening material. The second gusset plate comprises a welding part welded to the web of the second beam, a projection part projecting to the first gusset plate side, and a step part between the welding part and the projection part. A depth of the projection part is formed larger than a depth of the welding part. The step part is welded to the web.SELECTED DRAWING: Figure 3
【課題】Ｈ形鋼の梁せいが小さい場合であっても、第二ガセットプレートを長くすることなく、構造強度を確保できること。【解決手段】Ｈ形鋼の梁を用いる梁接合構造において、第一梁の上下フランジの間に第一ガセットプレートが設けられ、第二梁のウェブに前記第一ガセットプレートの側に突出させて第二ガセットプレートが設けられ、前記第一ガセットプレートと前記第二ガセットプレートとが締結材により接合され、前記第二ガセットプレートは、前記第二梁のウェブに溶接される溶接部分と、前記第一ガセットプレートの側に突出する突出部分と、前記溶接部分と前記突出部分の間に段差部分とを備え、前記突出部分のせいは前記溶接部分のせいよりも大きく形成され、前記段差部分は前記ウェブに溶接されることを特徴とする梁接合構造。【選択図】図３
BEAM JOINT STRUCTURE AND STEEL CONSTRUCTION BUILDING
To secure structural strength without lengthening a second gusset plate even in the case where a beam depth of H-shaped steel is small.SOLUTION: In beam joint structure using a beam of H-shaped steel, a first gusset plate is provided between upper and lower flanges of a first beam, the second gusset plate is provided at a web of a second beam so as to be protruded to the first gusset plate side, and the first gusset plate and the second gusset plate are joined by fastening material. The second gusset plate comprises a welding part welded to the web of the second beam, a projection part projecting to the first gusset plate side, and a step part between the welding part and the projection part. A depth of the projection part is formed larger than a depth of the welding part. The step part is welded to the web.SELECTED DRAWING: Figure 3
【課題】Ｈ形鋼の梁せいが小さい場合であっても、第二ガセットプレートを長くすることなく、構造強度を確保できること。【解決手段】Ｈ形鋼の梁を用いる梁接合構造において、第一梁の上下フランジの間に第一ガセットプレートが設けられ、第二梁のウェブに前記第一ガセットプレートの側に突出させて第二ガセットプレートが設けられ、前記第一ガセットプレートと前記第二ガセットプレートとが締結材により接合され、前記第二ガセットプレートは、前記第二梁のウェブに溶接される溶接部分と、前記第一ガセットプレートの側に突出する突出部分と、前記溶接部分と前記突出部分の間に段差部分とを備え、前記突出部分のせいは前記溶接部分のせいよりも大きく形成され、前記段差部分は前記ウェブに溶接されることを特徴とする梁接合構造。【選択図】図３
BEAM JOINT STRUCTURE AND STEEL CONSTRUCTION BUILDING
梁接合構造及び鉄骨造建物
OKAZAKI HIRONORI (author) / TAKAKURA MEGUMI (author)
2024-08-15
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
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