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A platform for research: civil engineering, architecture and urbanism
JOINING DEVICE AND JOINING METHOD NOT REQUIRING TEMPORARY BOLT IN RC(PC) CONSTRUCTION
To prevent a steel beam member from shifting or collapsing when a steel girder bridging between columns is joined to the steel beam member at a column-beam joint portion, in a composite structure of reinforced concrete columns and steel beams.SOLUTION: A steel beam 83b is placed between two reinforcing bars 82d, 82e on an upper surface of a reinforced concrete column with the two reinforcing bars 82d, 82e protruding upward from the upper surface. Thereafter, two fixing members 12, 13 are placed on an upper surface of the steel beam 83b so as to sandwich the two reinforcing bars 82d, 82e protruding above the upper surface of the steel beam 83b. Thereafter, the two fixing members 12, 13 are fixed. Thus, the steel beam 83b is temporarily fixed to the reinforced concrete column.SELECTED DRAWING: Figure 3
【課題】柱鉄筋コンクリート造－梁鉄骨造複合構造において、柱間を架橋する鉄骨大梁を柱梁接合部の鉄骨梁部材に接合する際に、鉄骨梁部材がずれたり倒れたりするのを防ぐ。【解決手段】上面から二本の鉄筋８２ｄ，８２ｅが上へ向けて突出した鉄筋コンクリート柱の上面の上で二本の鉄筋８２ｄ，８２ｅの間に鉄骨梁８３ｂを載置する。その後、鉄骨梁８３ｂの上面よりも上に突出した二本の鉄筋８２ｄ，８２ｅを挟持するよう、二本の固定部材１２，１３を鉄骨梁８３ｂの上面の上に載置する。その後、二本の固定部材１２，１３を固定する。これにより、鉄骨梁８３ｂを前記鉄筋コンクリート柱に仮固定する。【選択図】図３
JOINING DEVICE AND JOINING METHOD NOT REQUIRING TEMPORARY BOLT IN RC(PC) CONSTRUCTION
To prevent a steel beam member from shifting or collapsing when a steel girder bridging between columns is joined to the steel beam member at a column-beam joint portion, in a composite structure of reinforced concrete columns and steel beams.SOLUTION: A steel beam 83b is placed between two reinforcing bars 82d, 82e on an upper surface of a reinforced concrete column with the two reinforcing bars 82d, 82e protruding upward from the upper surface. Thereafter, two fixing members 12, 13 are placed on an upper surface of the steel beam 83b so as to sandwich the two reinforcing bars 82d, 82e protruding above the upper surface of the steel beam 83b. Thereafter, the two fixing members 12, 13 are fixed. Thus, the steel beam 83b is temporarily fixed to the reinforced concrete column.SELECTED DRAWING: Figure 3
【課題】柱鉄筋コンクリート造－梁鉄骨造複合構造において、柱間を架橋する鉄骨大梁を柱梁接合部の鉄骨梁部材に接合する際に、鉄骨梁部材がずれたり倒れたりするのを防ぐ。【解決手段】上面から二本の鉄筋８２ｄ，８２ｅが上へ向けて突出した鉄筋コンクリート柱の上面の上で二本の鉄筋８２ｄ，８２ｅの間に鉄骨梁８３ｂを載置する。その後、鉄骨梁８３ｂの上面よりも上に突出した二本の鉄筋８２ｄ，８２ｅを挟持するよう、二本の固定部材１２，１３を鉄骨梁８３ｂの上面の上に載置する。その後、二本の固定部材１２，１３を固定する。これにより、鉄骨梁８３ｂを前記鉄筋コンクリート柱に仮固定する。【選択図】図３
JOINING DEVICE AND JOINING METHOD NOT REQUIRING TEMPORARY BOLT IN RC(PC) CONSTRUCTION
ＲＣ（ＰＣ）工事における仮ボルト不要接合装置及び接合工法
YAMAUCHI HIROSHI (author) / ICHIMURA HAJIME (author) / SUZUKI SHINYA (author)
2024-10-04
Patent
Electronic Resource
Japanese
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