浅谈10万m³钢板筒仓本体结构计算与有限元分析

Talking about 100000 M ³ Structural calculation and finite element analysis of steel silo

  • 摘要: 落地式大型钢板仓在于解决电厂粉煤灰贮存问题,具有储存量大、投资省、建设速度快、出库效率高、使用寿命长等特点,钢板筒仓在我国近期得到快速发展,作为一个新兴的行业,钢板仓行业发展过程中还缺乏相应的国家规范,本文基于某工程10万m³钢板仓施工工程为实例,根据国家规范《GB50884-2013 钢筒仓技术规范》1进行筒体结构计算,并应用ANSYS有限元分析软件进行结构分析,对比筒体应力变化及变形曲线,优化结构设计提高钢板仓安全性以及经济性。

     

    Abstract: Floor type large steel silo is to solve the storage problem of fly ash in power plants. It has the characteristics of large storage capacity, low investment, fast construction speed, high ex warehouse efficiency, long service life and so on. Steel silo has been developing rapidly in China recently. As an emerging industry, the development process of steel silo industry still lacks corresponding national norms. This paper is based on a project of 100000 M ³ Taking the steel silo construction project as an example, the cylinder structure is calculated according to the national code gb50884-2013 technical code for steel silos, and the structural analysis is carried out by using ANSYS finite element analysis software to compare the stress change and deformation curve of the cylinder, optimize the structural design, and improve the safety and economy of the steel silo.

     

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