散装粮食半地下拉杆体系框架平房仓结构应力和变形分析

    Analysis of Structural Stress and Deformation of Bulk Grain Semi-underground Tie-bar System Frame Warehouse

    • 摘要: 针对传统散装粮食平房仓装粮高度低、吨粮占地指标较高等不足,提出了散装半地下带拉杆体系框架的平房仓。结合天津利达实际工程,对建设的半地下平房仓不同地下高度和不同拉杆位置工况进行整体分析,发现地下仓地上结构与地下结构高度比为3.5时比较合适,地上7 m左右处为合适的拉杆高度;通过对半地下仓进行不同装粮品种的整体参数分析,得出半地下仓适用于多种装粮品种。半地下平房仓仓壁受力较大的位置分别为上下端部和地上地下连接处,最大变形位置在粮食重心高度处。

       

      Abstract: In order to overcome the shortage of low loading height and high occupation index of tons of grain in the traditional warehouse for bulk grain, the frame warehouse with semi-underground tie-bar system for bulk grain was put forward. In combination the actual project of Tianjin Lida company, the semi-underground frame warehouse with different underground heights and different positions of with tie-bars were analyzed. Results showed that, the preferable height ratio of the structure on the ground to that of underground was 3.5. And the tie-bar set at 7 m on the ground was the best. Through the analysis of the overall parameters of semi-underground warehouses with different grain loading heights and different grain loading varieties, the semi-underground warehouses could be used for a variety of grain varieties. The greater stress positions of the warehouse wall of semi-underground frame warehouse were the upper and lower end parts and the connection part above and below the ground, and the maximum deformation position was at the height of gravity center of the grain.

       

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