摘要
两铰 U 型 钢- I 字钢支 架集中梯 形支架与 U 型钢可 缩支架的 优点,并 采用 先进 的铰 接结构据现 场应用 观测结果 并通过 支架内力 计算,在 非对称载 荷作用 下,与 U 型钢 支架相 比,该 支架强度可 提高1 倍 以上,可 缩性能改 善,避免 了支架构 件出现 破坏性变 形图5 ,表3 。
Having adopted advanced hinge,the advantages of the rigid support “I” steel and yielding “U” steel was concentrated.By means of industrial observation and numerical method,it was provided that the two-hinge “U-I” steel yieldable set can bear high load,improve yieldable property, avoid suffer damage, under unbalanced load, based on the comparison with U yieldable steel set.5figs.,3tabs.,3refs.
出处
《湘潭矿业学院学报》
1999年第2期16-19,共4页
Journal of Xiangtan Mining Institute