混合型桥梁的钢梁与混凝土梁的连接均通过专门设计的钢混结合段进行过渡连接,本文介绍了一种在后承压板式基础上改进的连接方式,该连接方式刚度变化连续,应力传递更加顺滑,整个连接部得到显著加强,也使整个梁体的力学性能都得到了大幅度提高,同时施工也较为容易。 The connection between the steel girder and the concrete beam of the hybrid bridge is connected through a specially designed steel-concrete combined section. In this paper, an improved connection method based on the rear bearing plate is introduced. The stiffness of the connection changes continuously and the stress transmission More smooth, the entire connection has been significantly strengthened, but also the mechanical properties of the entire beam have been greatly improved, while the construction is also easier.