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JOINT CONSTRUCTION METHOD BY SITE WELDING OF BEAM OF BOX SECTION AND JOINT STRUCTURE OF BEAM OF BOX SECTION

机译:箱形截面梁现场焊接与箱形截面梁节点结构的节点构造方法

摘要

PROBLEM TO BE SOLVED: To provide a joint construction method executed for joint of beams of box section, and a joint construction manufactured by execution of the method. SOLUTION: In the connection parts of a joint member 2 and a beam member 3 opposite to each other, the lower flange 2a of the joint member 2 is projected, the upper flange 3c of the beam member 3 is projected, further, the web 2d on one side of the joint member 2 is projected, the web 3b on the opposite side of the beam member 3 is projected, and hence they are alternately arranged, and backing strips 4a, 5a, 4b, 5b are respectively provided on the inside along the flanges 2c, 3a and the webs 2b, 3d on the non-projecting side. The beam member 3 is hangingly put in between the joint members 2, 2 and confronted with each other, and both are integratedly joined together by full circumference welding.
机译:解决的问题:提供一种用于箱形截面梁的连接的连接构造方法,以及通过该方法制造的连接构造。解决方案:在接合构件2和梁构件3彼此相对的连接部分中,接合构件2的下凸缘2a凸出,梁构件3的上凸缘3c凸出,腹板2d在接头构件2的一侧上突出,在梁构件3的相反侧上的腹板3b突出,因此它们被交替地布置,并且沿其内侧分别设置有衬条4a,5a,4b,5b。凸缘2c,3a和腹板2b,3d在非突出侧。梁构件3悬垂地置于接头构件2、2之间并且彼此面对,并且两者通过全周焊接一体地结合在一起。

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