带竖缝的钢筋混凝土剪力墙是抗震区采用的一种抗侧力结构,由于设置了竖缝,剪力墙的抗侧刚度大大减弱,克服了现浇整体剪力墙整体刚度大、地震力大的缺点。本文对钢框架带竖缝剪力墙结构中梁端承载力、墙板与钢梁连接件、钢梁腹板以及墙板预埋件的设计计算进行考察,提出为实现竖缝剪力墙的设计原则而引人的补充设计规定。 Vertical shear wall reinforced concrete shear wall is a kind of anti-side force structure used in the earthquake-resistant zone. Due to the vertical slits, the lateral stiffness of the shear wall is greatly weakened, overcoming the overall stiffness of the in-situ integral shear wall, The power of the shortcomings. In this paper, the steel frame with vertical shear wall structure in the end of the beam carrying capacity, wall and steel beam connectors, steel girder webs and wallboard embedded parts of the design calculations were made to achieve vertical shear wall Design principles and introduction of additional design requirements.