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型钢混凝土结构常运用于超高层结构中,由于型钢混凝土柱其承载力是型钢、混凝土与钢筋三部分承载力的叠加,因此具有变形能力强,抗震性能好、用钢量较省、受力较合理等特点,但在施工过程中梁筋与型钢混凝土柱的连接布置是施工难点,本文运用BIM三维软件对型钢混凝土柱与梁筋的连接布置进行三维施工可视化与型钢和钢筋进行碰撞检测,并对型钢结构梁柱节点连接布置进行优化,并据此与设计单位进行沟通,达到方便施工,指导施工的目标。
Because of the bearing capacity of steel reinforced concrete columns, the load-carrying capacity of steel reinforced concrete columns is the superposition of bearing capacity of the three sections of steel, concrete and steel, so it has the advantages of strong deformation capacity, good seismic performance, However, the connection between beam and SRC columns is a difficult task in construction. In this paper, BIM 3D software was used to visualize the connection between SRC columns and beams and to verify the collision between SRC and steel. To optimize the connection arrangement of the beam-column joints of the steel structure and to communicate with the design units accordingly, to achieve the goal of convenient construction and guidance of construction.