钢筋混凝土框架结构梁柱节点核心区内柱箍筋的安装绑扎是节点施工的难点。尤其在抗震设防地区节点箍筋数量多,施工难度更大。我们在施工中摸索出一种施工方法,较好地解决了这个问题。1.当梁高较小时,在梁纵向钢筋入模前,计算出梁柱接头处柱箍筋总个数,并把箍筋全部套在柱纵筋上(注意当有纵横梁相交时,分出各梁纵向 The installation and binding of column stirrups in the core region of the beam-column joints of reinforced concrete frame structures is a difficult point for joint construction. Especially in the area of ​​earthquake-resistant fortification, the number of stirrups in the joints is large and the construction is more difficult. We have worked out a construction method in construction and solved this problem better. 1. When the beam height is small, calculate the total number of column stirrups at the beam-column joint before the beam is longitudinally inserted into the mold, and set the stirrups on the column longitudinal bars (note that when there are vertical and horizontal beams intersecting, Each beam portrait