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REINFORCEMENT STRUCTURE OF CONCRETE SLAB
To provide a reinforcement arrangement structure for a concrete slab capable of easily assembling and fixing a reinforcement frame and minimizing the overlap area of a lap joint part.SOLUTION: A slab reinforcement structure according to the present invention is a reinforcement arrangement structure in which a lap joint is constituted by imparting a predetermined lap length between the ends of a plurality of reinforcement frames formed by intersecting and fixing reinforcement consisting of a number of horizontal and vertical reinforcements in a square shape, and the reinforcement arrangement pitch of the first reinforcement and the second reinforcement which adjoin each other at the joint end of each reinforcement frame is set to be equal to or less than the reinforcement arrangement pitch of the second reinforcement and the adjoining third reinforcement. The reinforcement arrangement pitch between the first and second reinforcements is set to about 1/2 of the reinforcement arrangement pitch between the second reinforcement and the third reinforcement.SELECTED DRAWING: Figure 1
【課題】鉄筋枠の組付固定が容易で重ね継手部分の重なり面積を必要最小限にできるコンクリートスラブの配筋構造を提供する【解決手段】この発明のスラブ配筋構造は、多数の横筋と縦筋からなる鉄筋を升目状に交差させて固着してなる複数の筋枠の端部同士を所定の重ね長さを付与して重ね継手を構成した配筋構造であって、各筋枠の接合端において隣接し合う第1鉄筋と第2鉄筋との配筋ピッチを第2鉄筋と隣接する第3鉄筋との配筋ピッチ以下に設定している。上記第1鉄筋と第2鉄筋との配筋ピッチを第2鉄筋と第3鉄筋との配筋ピッチの約1/2に設定した。【選択図】図1
REINFORCEMENT STRUCTURE OF CONCRETE SLAB
To provide a reinforcement arrangement structure for a concrete slab capable of easily assembling and fixing a reinforcement frame and minimizing the overlap area of a lap joint part.SOLUTION: A slab reinforcement structure according to the present invention is a reinforcement arrangement structure in which a lap joint is constituted by imparting a predetermined lap length between the ends of a plurality of reinforcement frames formed by intersecting and fixing reinforcement consisting of a number of horizontal and vertical reinforcements in a square shape, and the reinforcement arrangement pitch of the first reinforcement and the second reinforcement which adjoin each other at the joint end of each reinforcement frame is set to be equal to or less than the reinforcement arrangement pitch of the second reinforcement and the adjoining third reinforcement. The reinforcement arrangement pitch between the first and second reinforcements is set to about 1/2 of the reinforcement arrangement pitch between the second reinforcement and the third reinforcement.SELECTED DRAWING: Figure 1
【課題】鉄筋枠の組付固定が容易で重ね継手部分の重なり面積を必要最小限にできるコンクリートスラブの配筋構造を提供する【解決手段】この発明のスラブ配筋構造は、多数の横筋と縦筋からなる鉄筋を升目状に交差させて固着してなる複数の筋枠の端部同士を所定の重ね長さを付与して重ね継手を構成した配筋構造であって、各筋枠の接合端において隣接し合う第1鉄筋と第2鉄筋との配筋ピッチを第2鉄筋と隣接する第3鉄筋との配筋ピッチ以下に設定している。上記第1鉄筋と第2鉄筋との配筋ピッチを第2鉄筋と第3鉄筋との配筋ピッチの約1/2に設定した。【選択図】図1
REINFORCEMENT STRUCTURE OF CONCRETE SLAB
コンクリートスラブの配筋構造
TOYODA KAZUYOSHI (Autor:in)
01.03.2024
Patent
Elektronische Ressource
Japanisch
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