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REINFORCING BAR ASSEMBLING METHOD, AND INTERMEDIATE STRUCTURE FOR REINFORCING BAR ASSEMBLY
To provide a reinforcing bar assembling method which facilitates arrangement work of a main reinforcing bar in assembling work of reinforcing bars.SOLUTION: A reinforcing bar assembling method for assembling a reinforcing bar assembly 1 having multiple main reinforcing bars (10) forming a reinforcing bar of a beam (5) and multiple shear reinforcing bars (11) arranged so as to surround the multiple main reinforcing bars has: a first step of arranging each of the multiple shear reinforcing bars at each of right and left sides of the beam in a state in which each of the multiple shear reinforcing bars extends in a vertical direction so as to protrude upward from an upper surface (5A) of the beam; a second step of arranging each of the multiple main reinforcing bars between the shear reinforcing bars arranged at the right and left sides of the beam so that each of the main reinforcing bars extends in a long axis direction of the beam; and a third step of bending each of the shear reinforcing bars so that a portion of each of the shear reinforcing bars that protrudes upward from the upper surface of the beam extends in right and left directions. The third step is performed after the second step.SELECTED DRAWING: Figure 5
【課題】鉄筋の組立作業において、主鉄筋の配置作業を容易にする。【解決手段】梁(5)の補強筋を構成する複数の主鉄筋(10)及び複数の主鉄筋を囲むように配置される複数のせん断補強鉄筋(11)を有する鉄筋組立体1を組み立てるための鉄筋組立方法は、複数のせん断補強鉄筋のそれぞれを、梁の上面(5A)から上方へ突出するように鉛直方向に延在させた状態で、梁の左右の両側に配置する第1ステップと、複数の主鉄筋のそれぞれを、梁の長軸方向に延在するように、梁の左右に配置されているせん断補強鉄筋の間に配置する第2ステップと、複数のせん断補強鉄筋のそれぞれの、梁の上面から上方へ突出した部分が左右方向に延在するように、複数のせん断補強鉄筋のそれぞれを屈曲させる第3ステップとを有する。第3ステップは第2ステップの後に行われる。【選択図】図5
REINFORCING BAR ASSEMBLING METHOD, AND INTERMEDIATE STRUCTURE FOR REINFORCING BAR ASSEMBLY
To provide a reinforcing bar assembling method which facilitates arrangement work of a main reinforcing bar in assembling work of reinforcing bars.SOLUTION: A reinforcing bar assembling method for assembling a reinforcing bar assembly 1 having multiple main reinforcing bars (10) forming a reinforcing bar of a beam (5) and multiple shear reinforcing bars (11) arranged so as to surround the multiple main reinforcing bars has: a first step of arranging each of the multiple shear reinforcing bars at each of right and left sides of the beam in a state in which each of the multiple shear reinforcing bars extends in a vertical direction so as to protrude upward from an upper surface (5A) of the beam; a second step of arranging each of the multiple main reinforcing bars between the shear reinforcing bars arranged at the right and left sides of the beam so that each of the main reinforcing bars extends in a long axis direction of the beam; and a third step of bending each of the shear reinforcing bars so that a portion of each of the shear reinforcing bars that protrudes upward from the upper surface of the beam extends in right and left directions. The third step is performed after the second step.SELECTED DRAWING: Figure 5
【課題】鉄筋の組立作業において、主鉄筋の配置作業を容易にする。【解決手段】梁(5)の補強筋を構成する複数の主鉄筋(10)及び複数の主鉄筋を囲むように配置される複数のせん断補強鉄筋(11)を有する鉄筋組立体1を組み立てるための鉄筋組立方法は、複数のせん断補強鉄筋のそれぞれを、梁の上面(5A)から上方へ突出するように鉛直方向に延在させた状態で、梁の左右の両側に配置する第1ステップと、複数の主鉄筋のそれぞれを、梁の長軸方向に延在するように、梁の左右に配置されているせん断補強鉄筋の間に配置する第2ステップと、複数のせん断補強鉄筋のそれぞれの、梁の上面から上方へ突出した部分が左右方向に延在するように、複数のせん断補強鉄筋のそれぞれを屈曲させる第3ステップとを有する。第3ステップは第2ステップの後に行われる。【選択図】図5
REINFORCING BAR ASSEMBLING METHOD, AND INTERMEDIATE STRUCTURE FOR REINFORCING BAR ASSEMBLY
鉄筋組立方法及び鉄筋組立体の中間構造体
TOMIYAMA SHIGEKI (author) / MURAO MITSUNORI (author) / HASEGAWA TAKASHI (author)
2024-09-13
Patent
Electronic Resource
Japanese
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