煤炭工程 ›› 2016, Vol. 48 ›› Issue (5): 109-112.doi: 10.11799/ce201605034

• 研究探讨 • 上一篇    下一篇

U型钢可缩性支架缩动特性研究

王丽1,房凯1,赵同彬2   

  1. 1. 山东科技大学矿业与安全工程学院
    2. 山东科技大学 资源与环境工程学院
  • 收稿日期:2015-12-25 修回日期:2016-02-18 出版日期:2016-05-10 发布日期:2016-06-15
  • 通讯作者: 房凯 E-mail:fk861018@163.com

Study on Yieldable Characteristics of U-Steel Support

  • Received:2015-12-25 Revised:2016-02-18 Online:2016-05-10 Published:2016-06-15

摘要: 为了研究U型钢可缩性支架缩动让压特性,基于支架搭接部分的受力特征,采用理论分析和室内试验研究了U型钢可缩性支架的缩动条件和缩动规律,并对影响其缩动特性的因素进行了分析。研究结果表明:支护过程中U型钢间接触力从卡缆安装位置逐渐向两端减小,其缩动过程可分为三个阶段,分别为弹性压缩阶段、小滑移阶段和滑动阶段,小滑移阶段主要克服摩擦力作用,位移较小,而滑动阶段在较小轴力变化作用下U型钢产生较大位移|支架的抗缩动能力随着卡缆预紧力的增大而增强,但随着卡缆距施力端距离的增大而减弱。在现场应用中可以通过提高卡缆扭矩,增加受力端卡缆个数以及调整卡缆安装位置来改善支架的抗缩动能力,进而提高支架的支护强度。

关键词: 可缩性支架, 缩动特性, 卡缆位置, 卡缆扭矩, 缩动规律

Abstract: In order to research the yieldable characteristics of U-steel support, both the theoretical analysis and laboratory tests were used to study the yieldable condition and law based on the mechanical characters of the overlapping part of the U-steel support, and its influencing factors were analyzed. The results show that: The contact force between U-steel supports decreases gradually from the clamp installing position to the two sides of the steel, the farther from the clamp installing position, the smaller the contact force; The yieldable process of U-steel can be divided into three stages, including elastic compression stage, small slippage stage and sliding stage. In small slippage stage ,U-steel mainly overcame the friction effect and small displacement is occurred. But a larger displacement is occurred in sliding stage with a smaller axial force changing. The steel’s anti yieldable capacity will increase with the increase of pre-tension, but decrease with the increase of distance between the clamp and the applying force part. In the filed applications, the anti yieldable capacity of U-steel support can be enhanced by increasing the torque of clamps, increasing the number of clamps near the applying part, and changing the installing position of clamps.

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