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Arrangement of bar doing the fundamental structural null

机译:安排酒吧做基本结构无效

摘要

PROBLEM TO BE SOLVED: To enhance the proof stress of a steel column base by firmly connecting the steel column base part to the reinforcement structure part of a foundation beam through a steel-framed steel column connecting part. ;SOLUTION: A connecting part body 16 formed of a wide flange shape steel having a cross-shaped plane view has a through-hole 19 formed in the center position. A steel column base part 12 is inserted to the through-hole 19, and the opening inside parts of the upper and lower plate surfaces of the steel column connecting part 14 with which the circumferential surface makes contact is bonded to the end part of a vertical middle plate by welding. After welding, concrete is placed into a form enclosing the steel column connecting part 14 and a reinforcement structure part 13 to bury them, whereby the foundation structure of a foundation beam 11 and the steel column base part is completed. The steel column base part 12 is firmly connected to the reinforcement structure part 13 through the steel column connecting part 14 formed of the connecting part body 16 and a beam connecting part 15 to improve the proof stress of the steel column base part, and the constructing property of the foundation beam is also extremely improved.;COPYRIGHT: (C)1997,JPO
机译:解决的问题:通过钢框架钢柱连接部分将钢柱基础部分牢固地连接到基础梁的加固结构部分上,以提高钢柱基础的抗压强度。解决方案:由具有十字形平面图的宽凸缘形状的钢形成的连接部件主体16具有在中心位置形成的通孔19。在通孔19上插入有钢柱基部12,在其垂直方向的端部粘接有与钢柱连接部14的周面相接的上,下板面的内侧开口部。中间板通过焊接。焊接后,将混凝土以包围钢柱连接部14和加强结构部13的方式埋入,从而埋入基础梁11和钢柱基部的基础结构。钢柱基部12通过由连接部主体16和梁连接部15形成的钢柱连接部14牢固地连接至加强结构部13,以提高钢柱基部的屈服强度,并进行施工。版权所有。(C)1997,日本特许厅

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