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BEAM REINFORCEMENT AND METHOD OF ARRANGING THE SAME
To provide a beam reinforcement having high strength and excellent workability and to provide a method for arranging the beam reinforcement.SOLUTION: A first stirrup 10 having a bottom reinforcement part 11 and a rising reinforcement part 12 rising upward from the right and left ends of the bottom reinforcement part 11 is arranged at a prescribed pitch s; a lower unit 50 in which the first stirrups 10 are connected to an upper main reinforcement 30 by full strength welding to the inside of the upper ends of the corresponding right and left rising reinforcement 12 and a second stirrup 20 having a top end reinforcement part 21 and a hanging reinforcement part 22 hanging downward from the right and left ends of the top end reinforcement part 21 are arranged at the predetermined pitch s; each of the second stirrups 20 is welded to a horizontal reinforcement 40 at a predetermined position outside the corresponding right and left hanging reinforcement parts 22; an upper unit 60 having no hook at the end of the hanging reinforcement part 22 is constituted; the rising reinforcement 12 of the corresponding first stirrup 10 and the hanging reinforcement part 22 of the second stirrup 20 are lapped at a predetermined lap joint length L to form a beam 100.SELECTED DRAWING: Figure 3
【課題】高強度で施工性に優れた梁筋とその配筋方法を提供すること。【解決手段】底筋部11と底筋部11の左右端から上方に立ち上がる立ち上がり筋部12とを有する第一のあばら筋10が所定のピッチsで配設され、各第一のあばら筋10同士が、対応する左右の立ち上がり筋部12の上端内側に全強度溶接にて上端主筋30に接続されてなる下方ユニット50と、天端筋部21と天端筋部21の左右端から下方に垂れる垂れ筋部22とを有する第二のあばら筋20が所定のピッチsで配設され、各第二のあばら筋20同士が、対応する左右の垂れ筋部22の外側の所定位置にて横筋40に溶接にて接続され、垂れ筋部22の端部にフックを有していない上方ユニット60とから構成され、対応する第一のあばら筋10の立ち上がり筋部12と第二のあばら筋20の垂れ筋部22とが所定の重ね継手長さLでラップして梁筋100が構成されている。【選択図】図3
BEAM REINFORCEMENT AND METHOD OF ARRANGING THE SAME
To provide a beam reinforcement having high strength and excellent workability and to provide a method for arranging the beam reinforcement.SOLUTION: A first stirrup 10 having a bottom reinforcement part 11 and a rising reinforcement part 12 rising upward from the right and left ends of the bottom reinforcement part 11 is arranged at a prescribed pitch s; a lower unit 50 in which the first stirrups 10 are connected to an upper main reinforcement 30 by full strength welding to the inside of the upper ends of the corresponding right and left rising reinforcement 12 and a second stirrup 20 having a top end reinforcement part 21 and a hanging reinforcement part 22 hanging downward from the right and left ends of the top end reinforcement part 21 are arranged at the predetermined pitch s; each of the second stirrups 20 is welded to a horizontal reinforcement 40 at a predetermined position outside the corresponding right and left hanging reinforcement parts 22; an upper unit 60 having no hook at the end of the hanging reinforcement part 22 is constituted; the rising reinforcement 12 of the corresponding first stirrup 10 and the hanging reinforcement part 22 of the second stirrup 20 are lapped at a predetermined lap joint length L to form a beam 100.SELECTED DRAWING: Figure 3
【課題】高強度で施工性に優れた梁筋とその配筋方法を提供すること。【解決手段】底筋部11と底筋部11の左右端から上方に立ち上がる立ち上がり筋部12とを有する第一のあばら筋10が所定のピッチsで配設され、各第一のあばら筋10同士が、対応する左右の立ち上がり筋部12の上端内側に全強度溶接にて上端主筋30に接続されてなる下方ユニット50と、天端筋部21と天端筋部21の左右端から下方に垂れる垂れ筋部22とを有する第二のあばら筋20が所定のピッチsで配設され、各第二のあばら筋20同士が、対応する左右の垂れ筋部22の外側の所定位置にて横筋40に溶接にて接続され、垂れ筋部22の端部にフックを有していない上方ユニット60とから構成され、対応する第一のあばら筋10の立ち上がり筋部12と第二のあばら筋20の垂れ筋部22とが所定の重ね継手長さLでラップして梁筋100が構成されている。【選択図】図3
BEAM REINFORCEMENT AND METHOD OF ARRANGING THE SAME
梁筋とその配筋方法
ICHIOKA DAIKO (author) / KAWAKAMI HIROSHI (author) / MINAMINO TAKAHIRO (author) / SASAKI YOSHIAKI (author)
2019-07-18
Patent
Electronic Resource
Japanese
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