摘要
针对"短锚+轻架"联合支护体系支护特性问题,在分析其结构组成的基础上,采用三维建模软件Creo和Nastran数值计算软件研究分析了"短锚+轻架"联合支护体系支护的刚度和强度特性.研究发现:在刚度特性方面,支护体系顶部和两侧分别以垂直位移和水平位移为主,且顶部和两侧变形呈现出阶段性分布特征;在强度特性方面,支护体系Mises应力分布具有明显规律性,各断面最大Mises应力出现在工字钢翼缘处,锚杆和锚索对支护体系的Mises应力起到了一定的控制作用.
Aimed at the supporting characteristics of “short anchor + light frame” support system, based on the analysis of its structure and by the means of numerical calculation, this paper researches on the stiffness and strength characteristics of “short anchor + light frame” support system with Creo and Nastran. Results show that in the aspect of stiffness, the vertical displacements of the support system top and horizontal displacements of the support system sides are large respectively, and they both have significantly distributed characteristics. In the aspect of stiffness, the distribution of Mises stress in the support system is regular and its maximum value appears on the edge of I-beam, and the anchors and anchors play a certain role in controlling the Mises stress of the support system.
作者
安百富
王云搏
黄亨鹏
周梦祥
徐鹏
An Baifu;Wang Yunbo;Huang Hengpeng;Zhou Mengxiang;Xu Peng(Work Safety Key Lab on Prevention and Control of Gas and Roof Disasters for Southern Coal Mines,Hunan University of Science and Technology, Xiangtan 411201, China;State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou 221116, China;School of Resources, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan 411201, China)
出处
《矿业工程研究》
2018年第4期12-16,共5页
Mineral Engineering Research
基金
煤炭资源与安全开采国家重点实验室开放基金(SKLCRSM18KF08)
关键词
短锚
轻架
联合支护
刚度
强度
short anchor
light frame
joint support
stiffness
strength