剪力墙连梁的设计

Design of Connecting Beams of Shear Wall

剪力墙连梁对剪切变形十分敏感,结构设计中常常出现连梁超筋的情况。在介绍连梁设计要求的基础上,从连梁超筋的处理、连梁的构造措施两方面探讨了如何避免连梁超筋情况的发生,以保证连梁的构造要求。

The connecting beam of shear wall is sensitive to shear deformation,and the over-reinforcing of connecting beam often appears in the structure design. Based on introducing the design requirements for connecting beam,this paper probes into how to avoid the over-reinforcing of connecting beam from two aspects of the treatment of over-reinforcing of connecting beam and the structure measures of connecting beam to guarantee the structure requirements of connecting beam.