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METHOD FOR JOINING BEAM REINFORCEMENT FOR COLUMN OF RIGID-FRAME CONSTRUCTION OF WALL TYPE
METHOD FOR JOINING BEAM REINFORCEMENT FOR COLUMN OF RIGID-FRAME CONSTRUCTION OF WALL TYPE
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机译:墙式刚架结构柱的梁加筋方法
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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.
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