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BAR ARRANGEMENT STRUCTURE OF REINFORCED CONCRETE MEMBER AND REINFORCED CONCRETE BEAM MEMBER, AND PREASSEMBLED REINFORCEMENT MEMBER

机译:钢筋混凝土构件和钢筋混凝土梁的钢筋布置结构以及预组装的钢筋构件

摘要

A bar arrangement structure of a reinforced concrete member attaining satisfactory shearing strength and bending strength and being high in a reinforcement efficiency, comprising main reinforcements (2) disposed in an axial direction of a reinforced concrete member (1), hoops (3) wound around the main reinforcements (2), and a pair of diagonal reinforcing bars (4, 4') disposed at the side faces of the reinforced concrete member (1). The diagonal reinforcing bars (4, 4') are bent-formed into, for example, a triangular wave shape and are parallelly provided so that diagonal segments (4a, 4a') diagonal to the main reinforcements (2) cross each other, and the diagonal reinforcing bars (4, 4') are joined at respective bends (5, 5') thereof to a pair of main reinforcements (2) parallelly provided at the side faces of the reinforced concrete member (1), or joined to a pair of bracket bars disposed between and in parallel to the pair of main reinforcements (2).
机译:一种具有令人满意的剪切强度和弯曲强度并且增强效率高的钢筋混凝土构件的钢筋布置结构,其包括沿钢筋混凝土构件(1)的轴向布置的主钢筋(2),缠绕的箍(3)。主加强件(2),和一对设置在钢筋混凝土构件(1)侧面的对角钢筋(4、4')。将对角钢筋(4、4')弯曲成例如三角波形状并平行地设置,使得与主加强件(2)对角的对角线段(4a,4a')彼此交叉,并且对角钢筋(4、4')在其相应的弯曲部(5、5')处与平行设置在钢筋混凝土构件(1)的侧面上的一对主钢筋(2)相连,或与在一对主加强件(2)之间并与之平行的一对托架。

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