粗碎工段结构整体计算方法  

Integral structure calculation method for primary crushing section

作　　者：李浩 LI Hao(BGRIMM Technology Group,Beijing 100160,China)

机构地区：[1]北京矿冶科技集团有限公司,北京100160

出　　处：《四川建材》2020年第6期70-71,共2页Sichuan Building Materials

摘　　要：通过介绍用MIDAS整体计算粗碎工段的受矿仓、挡土墙、地下通廊及操作平台,从设计角度提出了在进行此类型结构设计时的注意事项,并对建模、分析结果及构造措施予以重点介绍。Through the introduction of MIDAS calculation with the receiving bin,retaining wall,underground corridor and operating platform of the primary crushing section.The points for attention in the design of this type of structure are put forward.The modeling of the primary crushing section,much more attention should be paid to the results of the analysis and the construction requirements.

关 键 词：粗碎工段 受矿仓 挡土墙 整体计算 

分 类 号：TD216[矿业工程—矿井建设]