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A platform for research: civil engineering, architecture and urbanism
JOINT STRUCTURE OF REINFORCED CONCRETE POLE AND STEEL BEAM
To provide a joint structure of a reinforced concrete pole and steel beam which is low in cost and increases work efficiency.SOLUTION: Intersecting steel beams 30, 31 are cross-connected via a closing plate 21 placed at a reinforce concrete pole 10, and the closing plate 21 is placed by following an outer shape of the pole to surround the outer peripheral surface of the reinforced concrete pole 10. A first steel beam 30 is bridged over positions of upper and lower ends of the closing plate 21 such that flanges 32, 35 pass between opposite planes of the closing plate 21, and a web 34 is jointed to the outer peripheral surface of the closing plate 21. A second steel beam 31 is configured such that flanges 33, 36 abut on the side surface of upper and lower flanges of the first steel beam 30 to be jointed, and the web 34 between the flanges is jointed to the outer peripheral surface of the closing plate 21. A cross-sectional shape of the flange of the first steel beam 30 is equal to that of the flange of the second steel beam 31.SELECTED DRAWING: Figure 2
【課題】 低コストかつ作業効率が向上する鉄筋コンクリート柱と鉄骨梁との接合部構造を提供する。【解決手段】 直交する鉄骨梁３０，３１が鉄筋コンクリート柱１０に設置されたふさぎ板２１を介して交差接合され、ふさぎ板２１は、鉄筋コンクリート柱１０の外周面を囲むように柱の外形形状に倣って設置される。第１の鉄骨梁３０は、フランジ３２，３５がふさぎ板２１の対向面間を貫通するようにふさぎ板２１の上下端位置に掛け渡され、ウェブ３４がふさぎ板２１の外周面に接合される。第２の鉄骨梁３１は、フランジ３３，３６が第１の鉄骨梁３０の上下のフランジの側面に当接して接合され、フランジ間のウェブ３４がふさぎ板２１の外周面に接合される。第１の鉄骨梁３０のフランジの断面形状は、第２の鉄骨梁３１のフランジの断面形状と等しい。【選択図】 図２
JOINT STRUCTURE OF REINFORCED CONCRETE POLE AND STEEL BEAM
To provide a joint structure of a reinforced concrete pole and steel beam which is low in cost and increases work efficiency.SOLUTION: Intersecting steel beams 30, 31 are cross-connected via a closing plate 21 placed at a reinforce concrete pole 10, and the closing plate 21 is placed by following an outer shape of the pole to surround the outer peripheral surface of the reinforced concrete pole 10. A first steel beam 30 is bridged over positions of upper and lower ends of the closing plate 21 such that flanges 32, 35 pass between opposite planes of the closing plate 21, and a web 34 is jointed to the outer peripheral surface of the closing plate 21. A second steel beam 31 is configured such that flanges 33, 36 abut on the side surface of upper and lower flanges of the first steel beam 30 to be jointed, and the web 34 between the flanges is jointed to the outer peripheral surface of the closing plate 21. A cross-sectional shape of the flange of the first steel beam 30 is equal to that of the flange of the second steel beam 31.SELECTED DRAWING: Figure 2
【課題】 低コストかつ作業効率が向上する鉄筋コンクリート柱と鉄骨梁との接合部構造を提供する。【解決手段】 直交する鉄骨梁３０，３１が鉄筋コンクリート柱１０に設置されたふさぎ板２１を介して交差接合され、ふさぎ板２１は、鉄筋コンクリート柱１０の外周面を囲むように柱の外形形状に倣って設置される。第１の鉄骨梁３０は、フランジ３２，３５がふさぎ板２１の対向面間を貫通するようにふさぎ板２１の上下端位置に掛け渡され、ウェブ３４がふさぎ板２１の外周面に接合される。第２の鉄骨梁３１は、フランジ３３，３６が第１の鉄骨梁３０の上下のフランジの側面に当接して接合され、フランジ間のウェブ３４がふさぎ板２１の外周面に接合される。第１の鉄骨梁３０のフランジの断面形状は、第２の鉄骨梁３１のフランジの断面形状と等しい。【選択図】 図２
JOINT STRUCTURE OF REINFORCED CONCRETE POLE AND STEEL BEAM
鉄筋コンクリート柱と鉄骨梁との接合部構造
FURUYA YUKI (author) / TABATA TAKU (author) / ITO TAKAYUKI (author)
2020-12-24
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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