多层框架结构双向大跨度预应力梁柱设计

Multi-layer Frame Structural Design of Two-way Large-beam Column Prestressed

本文介绍了福州市重竞技馆多层框架结构双向大跨度有粘结预应力梁柱的设计,说明采用预应力技术能使建筑实现不同层、不同方向大跨度、大柱网的结构形式并且是安全可行的。

This article mainly introduces the multi -- layer frame structural design of two -- way large -- beam column prestressed of Fuzhou Die Schwerathletik Gymnasium, which illustrates that large--beam prestressed is safe and could make the structure implements large--beam of different layers and different directions and prestressed column grid beam--slab.