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Single reinforcement structure and reinforced concrete beams reinforced concrete beam

机译:单钢筋结构和钢筋混凝土梁钢筋混凝土梁

摘要

PROBLEM TO BE SOLVED: To restrain splitting and cracking from occurring on top and side surfaces of a reinforced concrete beam employing a single bar arrangement structure.;SOLUTION: Deformed reinforcing bars 4 are fixed at regular intervals along upper and lower ends of a prefabricated bar unit 3 of a reinforced concrete beam 1. Each of the deformed reinforcing bars 4 is horizontally elongated in the width direction of the reinforced concrete beam 1, and its central part is welded to an upper end or lower end main reinforcement 5a or 6b of the prefabricated bar unit 3. A confirmation test using the actual-size reinforced concrete beam enables the confirmation of the effect of suppressing splitting and cracking on top and side surfaces of the reinforced concrete beam by welding the deformed reinforcing bars 4 to the upper end or lower end main reinforcement 5a or 6b and the effect of improving maximum shear capacity and ultimate deformability.;COPYRIGHT: (C)2012,JPO&INPIT
机译:解决的问题:为了抑制使用单钢筋布置结构的钢筋混凝土梁的顶面和侧面发生裂开和开裂。解决方案:变形的钢筋4沿着预制棒的上下端以固定的间隔固定钢筋混凝土梁1的单元3。每个变形钢筋4在钢筋混凝土梁1的宽度方向上水平伸长,并且其中心部分焊接到钢筋混凝土梁1的上端或下端主钢筋5a或6b。预制钢筋单元3.通过使用实际尺寸的钢筋混凝土梁进行确认测试,可以通过将变形的钢筋4焊接到上端或下端来确认抑制在钢筋混凝土梁的顶面和侧面上产生裂缝和裂缝的效果。端部主筋5a或6b以及提高最大剪切能力和极限变形能力的效果。;版权所有:(C)2012,JPO&INPIT

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