桥梁上部结构扣件式模板支架稳定性设计

Stability Design of Falsework with Couplers for Bridge Upper Structure

从工程实际出发,分析了目前在模板支架稳定性计算方面存在的问题。按“几何不可变杆系结构”对桥梁上部结构模板支架进行稳定性设计。

Based on actual conditions, this paper analyzes some problems existing in calculating the stable bearing capability of scaffold with couplers. According to the principle of ＂geometric invariable bar system structure＂, a stable design is conducted for a practical falsework system supporting the up-structure of a bridge.