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OVERHANGING STRUCTURE
To provide an overhanging structure that does not interfere easily with architectural plans.SOLUTION: A steel-framed overhanging structure 1 attached to a side face of a main frame 3 of a building 2 is configured as a ramen structure 14 having inner columns 9 on a main frame side X1, outer columns 10 on an opposite side X2 to the main frame side X1, and beams 11 installed between the inner columns 9 and the outer columns 10. The inner column 9 consists of H-steel, and is divided into a plurality of divided column portions 9A in a middle portion of stories of the ramen structure 14, and the divided column portions 9A are pin-connected by bolting webs 9W to each other. A base plate 20 is provided at an end of the main frame side X1 of the beam 11, and the base plate 20 is configured in a state continuous to a flange 9F of the main frame side X1 of the inner column 9, and is also used as a diaphragm 21 to connect a lower end of the inner column 9 to the end of the main frame side X1 of the beam 11.SELECTED DRAWING: Figure 4
【課題】建築計画に支障が生じ難い跳出し架構を提供する。【解決手段】建物2の本体架構3の側面に取り付けられる鉄骨造の跳出し架構1を、本体架構側X1の内柱9と、本体架構側X1とは反対側X2の外柱10と、内柱9と外柱10に架設される梁11とを有するラーメン架構部14として構成し、内柱9を、H形鋼にて構成すると共に、ラーメン架構部14の階の中間部分で複数の分割柱部分9Aに分割し、分割柱部分9Aどうしを、ウェブ9Wどうしのボルト接合によってピン接合し、梁11の本体架構側X1の端部に、ベースプレート20を備え、ベースプレート20を、内柱9の本体架構側X1のフランジ9Fと連続する状態で構成されて内柱9の下端部を梁11の本体架構側X1の端部に接続するためのダイアフラム21に兼用する。【選択図】図4
OVERHANGING STRUCTURE
To provide an overhanging structure that does not interfere easily with architectural plans.SOLUTION: A steel-framed overhanging structure 1 attached to a side face of a main frame 3 of a building 2 is configured as a ramen structure 14 having inner columns 9 on a main frame side X1, outer columns 10 on an opposite side X2 to the main frame side X1, and beams 11 installed between the inner columns 9 and the outer columns 10. The inner column 9 consists of H-steel, and is divided into a plurality of divided column portions 9A in a middle portion of stories of the ramen structure 14, and the divided column portions 9A are pin-connected by bolting webs 9W to each other. A base plate 20 is provided at an end of the main frame side X1 of the beam 11, and the base plate 20 is configured in a state continuous to a flange 9F of the main frame side X1 of the inner column 9, and is also used as a diaphragm 21 to connect a lower end of the inner column 9 to the end of the main frame side X1 of the beam 11.SELECTED DRAWING: Figure 4
【課題】建築計画に支障が生じ難い跳出し架構を提供する。【解決手段】建物2の本体架構3の側面に取り付けられる鉄骨造の跳出し架構1を、本体架構側X1の内柱9と、本体架構側X1とは反対側X2の外柱10と、内柱9と外柱10に架設される梁11とを有するラーメン架構部14として構成し、内柱9を、H形鋼にて構成すると共に、ラーメン架構部14の階の中間部分で複数の分割柱部分9Aに分割し、分割柱部分9Aどうしを、ウェブ9Wどうしのボルト接合によってピン接合し、梁11の本体架構側X1の端部に、ベースプレート20を備え、ベースプレート20を、内柱9の本体架構側X1のフランジ9Fと連続する状態で構成されて内柱9の下端部を梁11の本体架構側X1の端部に接続するためのダイアフラム21に兼用する。【選択図】図4
OVERHANGING STRUCTURE
跳出し架構
SUZUKI TAKEFUMI (author) / TAGAKI KINYA (author) / DOI TAKASHI (author) / MOTOI KENTARO (author)
2024-07-02
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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