《钢筋混凝土高层建筑结构设计与施工规定》对框架柱、梁与砌体填充墙的拉接有明确的要求。但在实际施工中,有时措施不力,对拉接的构造措施未予充分重视。如在砌填充墙前,靠剔出柱箍筋、现焊柱拉筋的作法实现柱与填充墙的连结。这样的作法是不可靠的,并存在着有害因素。这是因为:1、拉接筋与柱箍筋直径均较 The “Regulations for the Design and Construction of Reinforced Concrete Tall Buildings” has clear requirements for the connection of frame columns, beams and masonry walls. However, in actual construction, sometimes the measures were not effective, and the structural measures for pulling the joints were not given adequate attention. For example, in the case of infilling a wall, the connection between the column and the infill wall is achieved by removing the column stirrups and the current bar pull reinforcement. This practice is unreliable and there are harmful factors. This is because: 1, pull rods and column stirrup diameter are more