摘要
随着国家对环境保护的要求越来越高,一种全封闭式的大直径的圆形储料仓得到了越来越迅速的发展,目前圆形料场的直径一般都在80m^120m之间,挡墙高度一般在12m^18m之间。此文主要结合某煤矿企业直径为120m的钢筋混凝土圆形储料仓对堆煤荷载影响的挡墙、环梁的应力位移情况进行了分析,通过分析得出了一些可实际应用的结论。
With the country's demand for environmental protection becoming higher and higher,a fully enclosed type of large diameter of the circular storage silo develops more and more fast.Recently,Circularstorage silo's diameter is generally between 80~120 meters and Wall height is generally between 12 to 18 meters.This paper based on the reinforced concrete circular coal bunkerwhich is 120meter in diameter ofcoal mine enterprise andanalyse the stress and displacementwhich pile of coal influence wall and cell beam.Through the analysis we can draw some practical conclusions.
出处
《工程建设与设计》
2012年第11期80-83,共4页
Construction & Design for Engineering
关键词
圆形料场
全封闭
应力位移
circular bunker
full closed
stress and displacement
