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SHEAR REINFORCING BAR, REINFORCEMENT CONCRETE STRUCTURE AND CONSTRUCTING METHOD THEREFOR
PROBLEM TO BE SOLVED: To greatly improve workability by providing a shear reinforcing bar united with a reinforcing bar for buckling prevention representative of an intermediate belt reinforcing bar, and enabling the shear reinforcing bar to be inserted laterally.SOLUTION: There is provided a shear reinforcing bar 1 formed in a three-dimensional shape by bending a center part of a reinforcing bar by approximately 180 degrees into a substantially a U-shape 1a having one half part and the other half part substantially in parallel, and then bending an open end part 1c toward the side of a continuous end part 1b of the substantially U-shape 1a. Specifically, the side of a continuous end part 2b of the substantially U-shape and the side of the open end part 1c are bent in the same direction. Further, the shear reinforcing bar comprises a fixture 1d at the open end part 1c. Then an RC structure is constructed by arranging the shear reinforcing bar 1 laterally adjacently outside a main reinforcing bar 3 and also inserting the open end part 1c of the adjacently arranged shear reinforcing bar 1 inside the continuous end part 1b thereof into a connection state, and then casting concrete.SELECTED DRAWING: Figure 1
【課題】中間帯鉄筋を代替する座屈防止用鉄筋と一体化したせん断補強筋を提供して、せん断補強筋の横からの挿入を可能とし、施工性を大幅に向上する。【解決手段】鉄筋を中央部で略180度曲げ加工して一半部と他半部が略平行する略U字状1aに形成し、その略U字状1aの連続端部1b側に対し開放端部1cを曲げ加工して三次元形状に形成したせん断補強筋1。具体的には、略U字状の連続端部2b側と開放端部1c側を同一方向に曲げ加工する。さらに、開放端部1cに定着具1dを備える。そして、せん断補強筋1を主鉄筋3の外側で横方向に隣接させて配置するとともに、その連続端部1bの内方に、隣接配置されるせん断補強筋1の開放端部1cを挿入して接続状態にして、コンクリートを打設してRC構造物を構築する。【選択図】図1
SHEAR REINFORCING BAR, REINFORCEMENT CONCRETE STRUCTURE AND CONSTRUCTING METHOD THEREFOR
PROBLEM TO BE SOLVED: To greatly improve workability by providing a shear reinforcing bar united with a reinforcing bar for buckling prevention representative of an intermediate belt reinforcing bar, and enabling the shear reinforcing bar to be inserted laterally.SOLUTION: There is provided a shear reinforcing bar 1 formed in a three-dimensional shape by bending a center part of a reinforcing bar by approximately 180 degrees into a substantially a U-shape 1a having one half part and the other half part substantially in parallel, and then bending an open end part 1c toward the side of a continuous end part 1b of the substantially U-shape 1a. Specifically, the side of a continuous end part 2b of the substantially U-shape and the side of the open end part 1c are bent in the same direction. Further, the shear reinforcing bar comprises a fixture 1d at the open end part 1c. Then an RC structure is constructed by arranging the shear reinforcing bar 1 laterally adjacently outside a main reinforcing bar 3 and also inserting the open end part 1c of the adjacently arranged shear reinforcing bar 1 inside the continuous end part 1b thereof into a connection state, and then casting concrete.SELECTED DRAWING: Figure 1
【課題】中間帯鉄筋を代替する座屈防止用鉄筋と一体化したせん断補強筋を提供して、せん断補強筋の横からの挿入を可能とし、施工性を大幅に向上する。【解決手段】鉄筋を中央部で略180度曲げ加工して一半部と他半部が略平行する略U字状1aに形成し、その略U字状1aの連続端部1b側に対し開放端部1cを曲げ加工して三次元形状に形成したせん断補強筋1。具体的には、略U字状の連続端部2b側と開放端部1c側を同一方向に曲げ加工する。さらに、開放端部1cに定着具1dを備える。そして、せん断補強筋1を主鉄筋3の外側で横方向に隣接させて配置するとともに、その連続端部1bの内方に、隣接配置されるせん断補強筋1の開放端部1cを挿入して接続状態にして、コンクリートを打設してRC構造物を構築する。【選択図】図1
SHEAR REINFORCING BAR, REINFORCEMENT CONCRETE STRUCTURE AND CONSTRUCTING METHOD THEREFOR
せん断補強筋、鉄筋コンクリート構造物、及びその構築方法
YONEDA DAIKI (author) / YAMAMOTO KAZUNORI (author)
2016-10-20
Patent
Electronic Resource
Japanese
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