摘要:大跨度双向预应力密肋楼盖-剪力墙结构作为一种新型结构体系具有其显著特点及不同于普通密肋楼盖结构的设计方法。本文以实际工程为例，在计算分析数据及现有理论的基础上，探讨了此新型结构体系用于实际工程的设计思路和具体方法，并通过AUTOCAD VBA编程实现密肋楼盖密肋梁精细化配筋方法，为同行提供相关设计思路。

Abstract: As one kind of new structure system, long -Span tow-way prestressing ribbed floor-shear wall structure has its remarkable characteristic, and is different with the ordinary ribbed floor structure. This article took an actual project as an example, discussed the design mentality and the design method of this new structure system used in the actual project based upon computation analysis data and existing theory. Moreover, it realized refine reinforcement of ribbed floor by AutoCAD VBA, provided the correlation design mentality for colleagues.