A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
JUNCTION STRUCTURE AND JUNCTION METHOD
To provide a junction structure or the like capable of integrating a frame and a wall body in a frame structure plane easily.SOLUTION: The junction structure connects a frame having a column in a steel construction and a beam 20a, and an earthquake resistance wall 30 in steel bar concrete enclosed by the frame, a perforated steel plate dowel 21 is provided at the column in the steel construction and the beam 20a, the perforated steel plate dowel 21 is buried in the earthquake resistance wall 30, and a vertical reinforcement 31 or a horizontal reinforcement of the earthquake resistance wall 30 is inserted through a hole 211 of the perforated steel plate dowel 21. The perforated steel plate dowel 21 has a cross section in T-shape consisting of a leg part 21a and a flange part 21b, and the vertical reinforcement 31 or the horizontal reinforcement of the earthquake resistance wall is inserted through the hole 211 provided in the flange part 21b.SELECTED DRAWING: Figure 2
【課題】フレームとフレーム構面内の壁体とを容易に一体化できる接合構造等を提供する。【解決手段】接合構造は、鉄骨造の柱と梁２０ａを有するフレームと、フレームに囲まれた鉄筋コンクリート造の耐震壁３０とを接合するものであって、鉄骨造の柱と梁２０ａに孔あき鋼板ジベル２１が設けられ、孔あき鋼板ジベル２１が耐震壁３０内に埋設され、孔あき鋼板ジベル２１の孔２１１に、耐震壁３０の縦筋３１や横筋が通されたものである。孔あき鋼板ジベル２１は脚部２１ａとフランジ部２１ｂからなるＴ字状の断面を有し、フランジ部２１ｂに設けられた孔２１１に耐震壁の縦筋３１や横筋が通される。【選択図】図２
JUNCTION STRUCTURE AND JUNCTION METHOD
To provide a junction structure or the like capable of integrating a frame and a wall body in a frame structure plane easily.SOLUTION: The junction structure connects a frame having a column in a steel construction and a beam 20a, and an earthquake resistance wall 30 in steel bar concrete enclosed by the frame, a perforated steel plate dowel 21 is provided at the column in the steel construction and the beam 20a, the perforated steel plate dowel 21 is buried in the earthquake resistance wall 30, and a vertical reinforcement 31 or a horizontal reinforcement of the earthquake resistance wall 30 is inserted through a hole 211 of the perforated steel plate dowel 21. The perforated steel plate dowel 21 has a cross section in T-shape consisting of a leg part 21a and a flange part 21b, and the vertical reinforcement 31 or the horizontal reinforcement of the earthquake resistance wall is inserted through the hole 211 provided in the flange part 21b.SELECTED DRAWING: Figure 2
【課題】フレームとフレーム構面内の壁体とを容易に一体化できる接合構造等を提供する。【解決手段】接合構造は、鉄骨造の柱と梁２０ａを有するフレームと、フレームに囲まれた鉄筋コンクリート造の耐震壁３０とを接合するものであって、鉄骨造の柱と梁２０ａに孔あき鋼板ジベル２１が設けられ、孔あき鋼板ジベル２１が耐震壁３０内に埋設され、孔あき鋼板ジベル２１の孔２１１に、耐震壁３０の縦筋３１や横筋が通されたものである。孔あき鋼板ジベル２１は脚部２１ａとフランジ部２１ｂからなるＴ字状の断面を有し、フランジ部２１ｂに設けられた孔２１１に耐震壁の縦筋３１や横筋が通される。【選択図】図２
JUNCTION STRUCTURE AND JUNCTION METHOD
接合構造および接合方法
KUBOTA ATSUSHI (author) / NAKAI TAKESHI (author) / MURAMATSU MASAHIRO (author) / TAKAINE NORIKAZU (author) / SAWAMOTO YOSHIKAZU (author)
2021-10-11
Patent
Electronic Resource
Japanese
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