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JOINING STRUCTURE AND JOINING METHOD BETWEEN PC PILLAR AND STEEL FRAME BEAM
PROBLEM TO BE SOLVED: To provide a joining structure that is the joining structure between a pillar and a beam, in which the weight of the beam is reduced and an extensive space of a long span (column interval) is obtained, and when forming the structure comprising a PC pillar and a steel frame beam, even in a case of a long span, the structure has a good workability, and is rational and strong.SOLUTION: A joining structure is characterized as follows: a building structure comprises a PC pillar 1 and a steel frame beam 2; a pillar beam joining part 8 is formed of cast-in-place concrete; the end of the steel frame beam 2 provided with an anchoring plate 6 in the end is placed on a hook 5 provided to the PC pillar 1; a PC steel material 12 horizontally penetrating to the pillar beam joining part 8 is tension-fixed to the anchoring plate 6 and disposed in the PC pillar; the PC steel material 12 disposed in the PC pillar is tension-fixed to the pillar beam joining part 8 in connection with the PC steel material 12 penetrated vertically; and the PC pillar 1 and the steel frame beam 2 are integrally joined by the PC steel material 12 penetrated through the pillar beam joining part 8.
【課題】柱と梁との接合構造で、梁を軽量化し、大スパン(柱間隔)の広々とした空間を得ると共に、PC柱と鉄骨梁とからなる構造とした場合に、大スパンであっても施工性良く且つ合理的で強固な接合構造を提供する。【解決手段】PC柱1と鉄骨梁2とからなる建物構造であって、柱梁接合部8は現場打ちコンクリートで形成され、端部に定着プレート6が設けられた鉄骨梁2の端部はPC柱1に設けたアゴ5に載せてあり、柱梁接合部8に水平に貫通したPC鋼材12は定着プレート6に緊張定着され、PC柱内に配設されたPC鋼材12は柱梁接合部8に上下に貫通したPC鋼材12と連結して緊張定着され、これらのPC柱1と鉄骨梁2とが柱梁接合部8に貫通させたPC鋼材12により一体接合させることを特徴とする。【選択図】図1
JOINING STRUCTURE AND JOINING METHOD BETWEEN PC PILLAR AND STEEL FRAME BEAM
PROBLEM TO BE SOLVED: To provide a joining structure that is the joining structure between a pillar and a beam, in which the weight of the beam is reduced and an extensive space of a long span (column interval) is obtained, and when forming the structure comprising a PC pillar and a steel frame beam, even in a case of a long span, the structure has a good workability, and is rational and strong.SOLUTION: A joining structure is characterized as follows: a building structure comprises a PC pillar 1 and a steel frame beam 2; a pillar beam joining part 8 is formed of cast-in-place concrete; the end of the steel frame beam 2 provided with an anchoring plate 6 in the end is placed on a hook 5 provided to the PC pillar 1; a PC steel material 12 horizontally penetrating to the pillar beam joining part 8 is tension-fixed to the anchoring plate 6 and disposed in the PC pillar; the PC steel material 12 disposed in the PC pillar is tension-fixed to the pillar beam joining part 8 in connection with the PC steel material 12 penetrated vertically; and the PC pillar 1 and the steel frame beam 2 are integrally joined by the PC steel material 12 penetrated through the pillar beam joining part 8.
【課題】柱と梁との接合構造で、梁を軽量化し、大スパン(柱間隔)の広々とした空間を得ると共に、PC柱と鉄骨梁とからなる構造とした場合に、大スパンであっても施工性良く且つ合理的で強固な接合構造を提供する。【解決手段】PC柱1と鉄骨梁2とからなる建物構造であって、柱梁接合部8は現場打ちコンクリートで形成され、端部に定着プレート6が設けられた鉄骨梁2の端部はPC柱1に設けたアゴ5に載せてあり、柱梁接合部8に水平に貫通したPC鋼材12は定着プレート6に緊張定着され、PC柱内に配設されたPC鋼材12は柱梁接合部8に上下に貫通したPC鋼材12と連結して緊張定着され、これらのPC柱1と鉄骨梁2とが柱梁接合部8に貫通させたPC鋼材12により一体接合させることを特徴とする。【選択図】図1
JOINING STRUCTURE AND JOINING METHOD BETWEEN PC PILLAR AND STEEL FRAME BEAM
PC柱と鉄骨梁との接合構造および接合方法
KUROSAWA RYOHEI (author) / TANABE KEIZO (author)
2015-06-04
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS