90m×120m干煤棚钢网壳滑移结构设计验算

Structure design checking calculation to steel mesh shell slippage in one 90 m×120 m dry coal shed

通过对某电厂90 m×120 m干煤棚钢网壳滑移结构的设计与验算,得出网壳采用两支点滑移承载力会更稳定、施工工艺更合理,同时也为类似工程的施工提供了参考。

According to the structure design checking calculation to steel mesh shell slippage in one 90 m × 120 m dry ooal shed in one electric power plant, the stress will be more stabilized and the construction technique will be more proper because of using two supporting points slippage to mesh shell are educed in the project construction process, which will bring forward reference to the similar projects.