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A platform for research: civil engineering, architecture and urbanism
COLUMN-BEAM JOINT STRUCTURE AND COLUMN-BEAM JOINT METHOD
To provide a column-beam joint structure and a column-beam joint method that can perform hinge relocation with a simpler structure and improve transportation efficiency.SOLUTION: A column member 21 has: a column concrete section 22 extending in a vertical direction; and a joint steel bar 25 and a reinforcing steel bar 26 protruding from a side of the column concrete section 22. A beam member 31 has: a beam concrete section 32 extending in a horizontal direction; and a beam main bar 33 protruding from an end of the beam concrete section 32 and connected to the joint steel bar 25 by a mechanical joint 41. A joint 4 between the column member 21 and the beam member 31 is provided between the column concrete section 22 and the beam concrete section 32, where the joint between the joint steel bar 25 and the beam main bar 33 connected by the mechanical joint 41 is arranged, the reinforcing steel bar 26 is arranged and where the joint between the joint steel bar 25 and the beam main bar 33, and the reinforcing steel bar 26 are buried in a jointed concrete section 361.SELECTED DRAWING: Figure 1
【課題】より簡便な構造でヒンジリロケーションを行い、運搬効率を向上できる柱梁接合構造および柱梁接合方法を提供する。【解決手段】柱部材２１は、上下方向に延びる柱コンクリート部２２と、柱コンクリート部２２の側面から突出する接合鉄筋２５および補強鉄筋２６と、を有し、梁部材３１は、水平方向に延びる梁コンクリート部３２と、梁コンクリート部３２の端部から突出し、接合鉄筋２５と機械式継手４１で接合される梁主筋３３と、を有し、柱部材２１と梁部材３１との接合部４は、柱コンクリート部２２と梁コンクリート部３２との間に設けられ、機械式継手４１で接合された接合鉄筋２５と梁主筋３３との接合部が配置されるとともに、補強鉄筋２６が配置され、接合鉄筋２５と梁主筋３３との接合部および補強鉄筋２６が接合コンクリート部３６１に埋設されている。【選択図】図１
COLUMN-BEAM JOINT STRUCTURE AND COLUMN-BEAM JOINT METHOD
To provide a column-beam joint structure and a column-beam joint method that can perform hinge relocation with a simpler structure and improve transportation efficiency.SOLUTION: A column member 21 has: a column concrete section 22 extending in a vertical direction; and a joint steel bar 25 and a reinforcing steel bar 26 protruding from a side of the column concrete section 22. A beam member 31 has: a beam concrete section 32 extending in a horizontal direction; and a beam main bar 33 protruding from an end of the beam concrete section 32 and connected to the joint steel bar 25 by a mechanical joint 41. A joint 4 between the column member 21 and the beam member 31 is provided between the column concrete section 22 and the beam concrete section 32, where the joint between the joint steel bar 25 and the beam main bar 33 connected by the mechanical joint 41 is arranged, the reinforcing steel bar 26 is arranged and where the joint between the joint steel bar 25 and the beam main bar 33, and the reinforcing steel bar 26 are buried in a jointed concrete section 361.SELECTED DRAWING: Figure 1
【課題】より簡便な構造でヒンジリロケーションを行い、運搬効率を向上できる柱梁接合構造および柱梁接合方法を提供する。【解決手段】柱部材２１は、上下方向に延びる柱コンクリート部２２と、柱コンクリート部２２の側面から突出する接合鉄筋２５および補強鉄筋２６と、を有し、梁部材３１は、水平方向に延びる梁コンクリート部３２と、梁コンクリート部３２の端部から突出し、接合鉄筋２５と機械式継手４１で接合される梁主筋３３と、を有し、柱部材２１と梁部材３１との接合部４は、柱コンクリート部２２と梁コンクリート部３２との間に設けられ、機械式継手４１で接合された接合鉄筋２５と梁主筋３３との接合部が配置されるとともに、補強鉄筋２６が配置され、接合鉄筋２５と梁主筋３３との接合部および補強鉄筋２６が接合コンクリート部３６１に埋設されている。【選択図】図１
COLUMN-BEAM JOINT STRUCTURE AND COLUMN-BEAM JOINT METHOD
柱梁接合構造および柱梁接合方法
TOZAWA MASAMI (author) / ADACHI KAZUKI (author) / ENDO YOSHIO (author) / NAKAZAWA HARUO (author) / SAWAGUCHI KAORI (author) / TANABE NAOYA (author) / ONISHI KENTA (author) / KUMAGAI TAIKI (author) / TOKUNAGA DAICHI (author) / SUNAGA DAIKI (author)
2024-09-19
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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