市政工程调蓄池壁板配筋精细化设计

Refined Design of Siding Structure Reinforcement of Storage Tank in Municipal Engineering

市政工程调蓄池的外壁板结构设计要点与常规设计的要点不同。在常规设计中,根据相关规范要求,顶板开洞处仅采取构造措施对其进行孔洞加强,并未考虑顶板开洞对壁板配筋造成的影响。本文以实际工程为例,从模拟调蓄池实际边界条件、探究合理计算模式等方面进行分析,为调蓄池壁板结构精细化设计提供建议和参考。

The design points of the side wall plate structure of the municipal engineering storage tank are different from those of the conventional design.According to the relevant specifications in the conventional design,structural measures are only taken to strengthen the holes at the top plate openings,while the impact of the openings on the reinforcement of the wall plate is not considered.Taking the actual project as an example,this paper analyzes from the aspects of simulating the actual boundary conditions of the storage tank and exploring reasonable calculation modes.Suggestions and references are provided for the refined design of the siding structure of the storage tank.