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Junction structure null of the reinforced concrete pole and the steel-frame beam which designate only the cylinder main reinforcement around the panel zone as

机译:钢筋混凝土杆和钢框架梁的连接结构无效,仅将圆柱主钢筋指定为面板区域周围的区域

摘要

PROBLEM TO BE SOLVED: To provide a connecting structure for reinforced concrete column and steel-framed beam improving the shearing yield strength of a panel zone. ;SOLUTION: In this connecting structure, large-diameter reinforcing bars 6 are buried in the main reinforcements of a precast reinforced concrete column 1 via two cross joints 3 and different-diameter mechanical joints 4 at the interval to pinch the flanges of a steel-framed beam 2 to be connected near the panel zone of a precast reinforced concrete column 1 on the lower floor so that they are protruded from the upper end of the precast reinforced concrete column 1. The flanges of the steel-framed beam 2 are pinched by the cross joints 3 and fastened by high-strength bolts, and the main reinforcements 5a of the precast reinforced concrete column 1a of the upper floor are connected to the large-diameter reinforcing bars 6 protruded from the upper end of the precast reinforced concrete column 1 via different-diameter sleeve joints 7.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:提供一种用于钢筋混凝土柱和钢框架梁的连接结构,以提高面板区域的剪切屈服强度。 ;解决方案:在这种连接结构中,大直径的钢筋6通过两个交叉接头3和不同直径的机械接头4间隔一定距离被埋在预制钢筋混凝土柱1的主要钢筋中,以夹住钢制的法兰-框架梁2连接在较低楼层的钢筋混凝土预制柱1的面板区域附近,以使它们从预制钢筋混凝土圆柱1的上端伸出。横缝3通过高强度螺栓紧固,上层的预制钢筋混凝土柱1a的主钢筋5a与从预制钢筋混凝土柱1的上端突出的大径钢筋6连接。通过不同直径的套筒接头7 .;版权所有:(C)1998,JPO

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