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BEAM REINFORCEMENT ASSEMBLING METHOD
PROBLEM TO BE SOLVED: To reduce a size of a beam cross section of a beam as a whole by reducing a height difference of intersections of beam main reinforcements in a plurality of beam reinforcements, and to unify cross section constitutions of the beams.SOLUTION: In a beam reinforcement assembling method which assembles beam reinforcements R1 to R3 of a plurality of beams 1 to 3, beam main reinforcements 1A to 1C in the beam reinforcements R1 to R3 of the beams 1 to 3 take inclined postures at which one-end sides in a beam longitudinal direction are located at an upper side rather than the other end sides in the beam longitudinal direction, and the beam reinforcements R1 to R3 of a plurality of the beams 1 to 3 are assembled in a beam main reinforcement crossing state that the one-end sides in the beam longitudinal direction are displaced in positions to an upper side with respect to the beam main reinforcements 1A to 1C in the beam reinforcements R1 to R3 of the connection-objective beams 1 to 3, the other end sides in the beam longitudinal direction are displaced in positions to a lower side with respect to the beam main reinforcements 1A to 1C in the beam reinforcements R1 to R3 of the connection objective beams 1 to 3.SELECTED DRAWING: Figure 2
【課題】複数の梁の梁鉄筋中の梁主筋どうしの交差部の高低差を小さくして、梁全体の梁断面の小形化と各梁の断面構成の統一化を図る。【解決手段】複数の梁１〜３の梁鉄筋Ｒ１〜Ｒ３を組み付ける梁鉄筋組付け方法であって、梁１〜３の梁鉄筋Ｒ１〜Ｒ３中の梁主筋１Ａ〜１Ｃを、梁長さ方向一端側が梁長さ方向他端側よりも上方側に位置する傾斜姿勢とし、梁長さ方向一端側が接続対象の梁１〜３の梁鉄筋Ｒ１〜Ｒ３中の梁主筋１Ａ〜１Ｃに対して上方側に位置ズレし、且つ、梁長さ方向他端側が接続対象の梁１〜３の梁鉄筋Ｒ１〜Ｒ３中の梁主筋１Ａ〜１Ｃに対して下方側に位置ズレする梁主筋交差状態で複数の梁１〜３の梁鉄筋Ｒ１〜Ｒ３を組付ける。【選択図】図２
BEAM REINFORCEMENT ASSEMBLING METHOD
PROBLEM TO BE SOLVED: To reduce a size of a beam cross section of a beam as a whole by reducing a height difference of intersections of beam main reinforcements in a plurality of beam reinforcements, and to unify cross section constitutions of the beams.SOLUTION: In a beam reinforcement assembling method which assembles beam reinforcements R1 to R3 of a plurality of beams 1 to 3, beam main reinforcements 1A to 1C in the beam reinforcements R1 to R3 of the beams 1 to 3 take inclined postures at which one-end sides in a beam longitudinal direction are located at an upper side rather than the other end sides in the beam longitudinal direction, and the beam reinforcements R1 to R3 of a plurality of the beams 1 to 3 are assembled in a beam main reinforcement crossing state that the one-end sides in the beam longitudinal direction are displaced in positions to an upper side with respect to the beam main reinforcements 1A to 1C in the beam reinforcements R1 to R3 of the connection-objective beams 1 to 3, the other end sides in the beam longitudinal direction are displaced in positions to a lower side with respect to the beam main reinforcements 1A to 1C in the beam reinforcements R1 to R3 of the connection objective beams 1 to 3.SELECTED DRAWING: Figure 2
【課題】複数の梁の梁鉄筋中の梁主筋どうしの交差部の高低差を小さくして、梁全体の梁断面の小形化と各梁の断面構成の統一化を図る。【解決手段】複数の梁１〜３の梁鉄筋Ｒ１〜Ｒ３を組み付ける梁鉄筋組付け方法であって、梁１〜３の梁鉄筋Ｒ１〜Ｒ３中の梁主筋１Ａ〜１Ｃを、梁長さ方向一端側が梁長さ方向他端側よりも上方側に位置する傾斜姿勢とし、梁長さ方向一端側が接続対象の梁１〜３の梁鉄筋Ｒ１〜Ｒ３中の梁主筋１Ａ〜１Ｃに対して上方側に位置ズレし、且つ、梁長さ方向他端側が接続対象の梁１〜３の梁鉄筋Ｒ１〜Ｒ３中の梁主筋１Ａ〜１Ｃに対して下方側に位置ズレする梁主筋交差状態で複数の梁１〜３の梁鉄筋Ｒ１〜Ｒ３を組付ける。【選択図】図２
BEAM REINFORCEMENT ASSEMBLING METHOD
梁鉄筋組付け方法
KAJIMOTO SOICHIRO (author) / ISHIBASHI AKIO (author) / HONDA KENJI (author) / YAMAMOTO YASUHIRO (author) / FURUKAWA ATSUSHI (author)
2017-06-29
Patent
Electronic Resource
Japanese
REINFORCEMENT CAGE ASSEMBLING DEVICE AND REINFORCEMENT CAGE ASSEMBLING METHOD
| European Patent Office | 2023