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1、竖向骨架采用8#或6#国标优质槽钢。视受力情况及立面板材分布情况,一般间距控制在1200~1500mm。2、槽钢与预埋件的连接,由两侧角钢码依托焊接,焊缝符合规范要求。设置后补预埋钢板,可以避免因结构偏差造成的进深移位问题,为避免钢结构的热膨胀因素,以每层楼面的层高尺寸作为一个独立单位,依次排列,如楼层中间遇横向结
1. The vertical skeleton adopts 8# or 6# GB high quality channel steel. Depending on the stress conditions and the distribution of facade plates, the general spacing is controlled between 1200 and 1500mm. 2. The connection between the channel steel and the embedded part is supported by the angle codes on both sides, and the welding seam meets the specification requirements. After setting up the pre-embedded steel plate, the problem of deep-displacement due to structural deviation can be avoided. To avoid the thermal expansion factor of the steel structure, the floor height of each floor is used as an independent unit, which is arranged in sequence, such as a horizontal junction in the middle of a floor.