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METHOD FOR JOINING BEAM REINFORCEMENT FOR COLUMN OF RIGID-FRAME CONSTRUCTION OF WALL TYPE

机译:墙式刚架结构柱的梁加筋方法

摘要

PURPOSE:To simplify the joining of beam reinforcements by incorporating U-shaped connecting reinforcements slidably on the central sections of the joining sections of columns and beams, and by joining the connecting reinforcements, and connecting reinforcements arranged on the joining sections to each other. CONSTITUTION:Beam reinforcements 1 with connecting reinforcements 2 arranged at joint end sections (m) are formed to be previously assembled with each other, and after that, band reinforcements 3a and the connecting reinforcements 2 are assembled with each other. Besides, on the upper surfaces of the band reinforcements 3a, the U-shaped connecting reinforcements 2 are slidably arranged, and in the meantime, at the reinforcement arranging positions of a column M, a pair of the column reinforcements 3a are arranged. Then, the connecting reinforcements 2 of both the beam reinforcements 1 are drawn near the central section of the column M, and are connected to each other with clip type joints 4, and beams N on both left and right sides are connected to each other. As a result, the joining of the beam reinforcements 1 is facilitated, and the term of construction is shortened, and even if load bearing is repeated, covering concrete on joint section peripheries can be prevented from being broken.
机译:目的:通过将U形连接加强件可滑动地结合在柱和梁的连接部分的中心部分上,并通过连接这些连接加强件,并将布置在连接部分上的加强件彼此连接,来简化梁加强件的连接。构成:梁加强件1和布置在接头端部(m)处的连接加强件2预先形成为相互组装,然后,带状加强件3a和连接加强件2相互组装。另外,在带状加强件3a的上表面可滑动地配置有U字状的连接加强件2,同时,在支柱M的加强件配置位置配置有一对支柱加强件3a。然后,两个梁加强件1的连接加强件2被拉到柱M的中央部分附近,并且通过夹子型接头4彼此连接,并且左右两侧的梁N彼此连接。结果,促进了梁加强件1的接合,并且缩短了工期,并且即使重复承重,也可以防止接合部周围的混凝土被破坏。

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