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PRECAST CONCRETE BEARING WALL, MULTISTORY BEARING WALL STRUCTURE, AND REINFORCEMENT UNIT

机译:预制混凝土承重墙,多层承重墙结构和加固单元

摘要

PROBLEM TO BE SOLVED: To provide an economical precast concrete bearing wall easy to manufacture, and a multistory bearing wall structure easily constructed using the bearing wall not by a filling type sleeve construction method.;SOLUTION: The precast concrete bearing wall is provided with a plurality of vertical reinforcements 20 formed of deformed reinforcements disposed forming projecting parts 21, 22 at both upper and lower ends of a wall body 10 of the precast concrete bearing wall, and horizontal reinforcements 30, 31 orthogonal to the projecting parts 21, 22 of the vertical reinforcements. The horizontal reinforcements 30, 31 are jointed to the vertical reinforcements 20 by welding at the projecting parts 21, 22 of the vertical reinforcements. The projecting parts 21, 22 of the vertical reinforcements and the horizontal reinforcements 30, 31 are anchored within the thickness h3 of a floor slab 50. The projecting part 22 of the vertical reinforcement on the lower side of the upper story precast concrete bearing wall 1, and the projecting part 21 of the vertical reinforcement on the upper side of the lower story precast concrete bearing wall 1, form a vertical overlap part o within the thickness of the floor slab. A plurality of horizontal reinforcements 30, 31 are arranged in square grated shape at the projecting parts 21, 22 of the vertical reinforcements and located at the overlap part o.;COPYRIGHT: (C)2004,JPO&NCIPI
机译:解决的问题:提供一种经济,易于制造的预制混凝土承重墙,以及一种多层承重墙结构,该承重墙结构易于使用承重墙构造,而无需采用填充式套筒施工方法。由多个变形钢筋构成的多个垂直钢筋20,在预制混凝土承重墙的壁体10的上下两端形成有突出部21、22,并且与钢筋混凝土的突出部21、22正交的水平钢筋30、31形成为垂直。垂直钢筋。水平加强件30、31通过焊接在垂直加强件的突出部21、22处接合到垂直加强件20。垂直加强件的突出部分21、22和水平加强件30、31被锚固在楼板50的厚度h3内。垂直加强件的突出部分22位于高层预制混凝土承重墙1的下侧。在下部楼层预制混凝土承重墙1的上侧的竖向加强件的突出部分21形成在地板厚度范围内的竖向重叠部分o。多个水平加强件30、31在垂直加强件的突出部分21、22处布置成方栅形状,并位于重叠部分o。版权所有:(C)2004,JPO&NCIPI

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