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The head of the stigma connection structural

机译:柱头连接头结构

摘要

PROBLEM TO BE SOLVED: To prevent cracking of concrete at a capital connection.;SOLUTION: The head of main column reinforcement 11 and main beam reinforcements 21 and 22 perpendicular to the main column reinforcement 11 are arranged at the capital connection 100. A plurality of reinforcements 31 are arranged as they are spaced apart in the longitudinal direction of the main beam reinforcements 21 and 22. The reinforcement 31 is approximately in the form of U having a linear, horizontal reinforcing part 31a and a pair of legs 31b extending downwardly from both ends of the horizontal reinforcing part 31a. The pair of legs 31b overlaps with the head of the main column reinforcement 11 with a vertical tolerance.;COPYRIGHT: (C)2003,JPO
机译:解决的问题:为了防止混凝土在基本连接处开裂;解决方案:在基本连接100处布置了主柱增强件11的头部以及垂直于主柱增强件11的主梁增强件21和22。加强件31在主梁加强件21和22的纵向方向上间隔开地布置。加强件31大致呈U形,具有线性的水平加强件31a和一对腿31b,从一对腿31b向下延伸水平加强部31a的两端。一对支腿31b以垂直公差与主柱加强件11的头部重叠。版权:(C)2003,JPO

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