在现浇混凝土框架结构绑扎梁、柱钢筋、支模板及浇筑混凝土的过程中,由于施工人员的不慎,有时会使梁、柱受力钢筋偏离正确位置,不能充分发挥作用。一、原因分析1.现浇框架结构梁、柱受力钢筋的直径一般比较粗,单根钢筋自重大。因钢筋绑扎方法不合理,绑扣不牢固,受力钢筋在自重及外力碰击、振动下偏离正确位置。梁上部受力钢筋就会出现图1a 所示的现象,柱受力钢筋会出现图1b 所示的现象。 In the process of cast-in-situ concrete frame structures lashing beams, column reinforcement, supporting formwork and pouring concrete, due to the carelessness of construction personnel, sometimes the steel bars and columns are deviated from the correct position by the reinforcing steel bars and cannot fully function. First, the reasons analysis 1. Cast-in-place frame structure beam, column bearing reinforced steel diameter is generally relatively thick, single-bar reinforced. Due to the unreasonable method of rebar tying, the buckling buckle is not firm, and the stressed steel bar deviates from the correct position under the impact and vibration of its own weight and external force. The phenomenon shown in Fig. 1a will appear in the upper part of the beam, and the phenomenon shown in Fig. 1b will appear in the column reinforcement.