扶壁柱支撑半地下混凝土平房仓结构性能分析

    Analysis of structure performance for semi-underground concrete horizontal warehouse with buttress columns

    • 摘要: 为了节约土地、提高仓容、保证粮食品质,在半地下混凝土平房仓柱子外侧增设扶壁柱开发出新型粮仓。以天津利达粮食半地下平房仓项目为依托,通过对普通地上、无扶壁柱半地下与扶壁柱支撑半地下3种平房仓进行受力与变形分析,发现增设扶壁柱结构侧向位移明显减小,结构最大应力由柱子底部转移到扶壁柱与柱子连接处,且最大应力显著减小。对不同扶壁柱高度、支撑角度工况进行整体分析,发现扶壁柱合理高度为3 m,合理支撑角为60°。对扶壁柱支撑半地下仓进行不同装粮品种及不同装粮高度整体参数分析,表明该仓型适用于多种装粮品种,装粮高度最高可达16 m。

       

      Abstract: To save land, improve warehouse capacity and ensure grain quality, a new granary structure was proposed by adding buttress columns on the outside pillars of semi-underground concrete horizontal warehouse. Based on the Tianjin Lida grain semi-underground horizontal warehouse project, the stress and deformation were analysed for three kinds of horizontal warehouse, on the ground without buttress columns, semi-underground without buttress columns and semi-underground with buttress columns columns. It is found that the lateral displacement of structures with additional buttress columns decreases obviously, the maximum structural stress is transferred from the bottom of the column to the joint between buttress columns and the columns, and the maximum stress decreases significantly. The overall analysis to the different heights and the supporting angles of the buttress columns was further carried out. It is found that the height of the buttress column 3 m is a reasonable height and the reasonable supporting angle is 60 degrees. Based on the analysis of the whole parameters of different grain loading varieties and different grain loading heights, it is concluded that this horizontal warehouse is suitable for multiple grain varieties and the height of loading can reach up to 16 m.

       

    /

    返回文章
    返回