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PRECAST CONCRETE (PC) COLUMN, BEAM-COLUMN CONNECTION STRUCTURE, AND METHOD FOR CONNECTING BEAM AND COLUMN

机译:预制混凝土(PC)柱,梁柱连接结构以及梁柱连接方法

摘要

PROBLEM TO BE SOLVED: To provide a PC column which dispenses with scaffolding for a form in field connection work at a beam-column connection, and dispenses with a part where concrete is placed with a thickness greater than the structurally required thickness of cover concrete and which does not contribute to strength.;SOLUTION: The PC columns 20a and 20b are equipped with PC column bodies 22 and PC rising parts 25 which are integrally formed in a state of being protruded upward from outer peripheral sides of colum capitals 23; a column joint member 27 for connecting a main reinforcement 26 for the column is embedded in the colum capital 23; column-and-main-reinforcement connecting ends 26a and 26b, which are fixed to the column joint members 27 for the PC column 20b on a lower floor, are protruded downward from a column base 28; the joint members 27 for connecting ends 26a and 26b are embedded in positions which coincide with the ends 26a and 26b of the bodies 22 on an upper floor, on the upper end surface 25a of the rising part 25; and a field connection space 29 for the beam-column connection 21 is formed between the end surface 23a of the column capital 23 of the body 22 on the lower floor and the inside 25b of the rising part 25, and the end surface 28a of the base 28 of the body 22 on the upper floor.;COPYRIGHT: (C)2004,JPO
机译:解决的问题:提供一种PC立柱,该梁无需在梁柱连接处的现场连接工作中使用模板的脚手架,并且可以省去放置混凝土的部分,其厚度要大于结构上要求的覆盖混凝土的厚度,并且解决方案:PC柱20a和20b配备有PC柱体22和PC立起部25,它们一体形成为从柱头23的外周侧向上突出。在支柱资本23中埋设有用于连接支柱的主加强件26的支柱接合构件27。固定在下层的PC立柱20b的立柱接合部件27上的立柱加强筋连接端26a,26b从立柱底座28向下方突出。用于连接端部26a和26b的接头构件27被嵌入在上升部分25的上端面25a上与上层的主体22的端部26a和26b重合的位置。在下层的主体22的柱头23的端面23a和立起部25的内侧25b之间,与梁柱连接部21的端面28a之间形成有用于梁-柱连接21的现场连接空间29。版权所有:(C)2004,JPO

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